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Home My WebLink About20190210 Ver 2_A0011C_Permit Drawings_20181221_Application_20201113(Version 2.08; Released April 2018)32574.1.FD7TIP No.:A-0011CCounty(ies):Clay Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?NoComments:NoNoNoN/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.2 lane highway with normal crown or superelevation17390pcameron@maec.comProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:None117305 lane with curb and gutter; 4 lane divided with raised median and outside curb and gutter; 2 lane with curb and gutter or shoulders; 6 lane with curb and gutter or shouldersWaterbody Information2020NCDWR Stream Index No.:32574.1.FD7Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)This project has a large hydraulic footprint all within the Hiwassee River Basin. Despite the large footprint there are no impaired waters within the project limits. There are three culvert extensions that have utilized floodplain benches and overflow barrels to promote better low flow conditions. Overall, the hydraulic design for this project has attempted to minimize surface water impacts to the maximum extent practical. Rip rap pads have placed at all pipe outlets to diffuse concentration flows and rip rap at embankments have been used at ditch terminus along jurisdictional features.598 E Chatham St, Suite 137North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:253 Webster RoadAddress:General Project InformationA-0011CWBS Element:Roadway WideningWBS Element:MA Engineering Associates. Inc: Paul Cameron, PENCDOT Contact:828-631-1172Cary, NC 27511Contractor / Designer:919-297-0220kjmcdowell@ncdot.govAddress:6/6/2018ClayHayesville, NCNCDOT Div 14: Kenneth McDowellSylva, NC 28779River Basin(s): City/Town:43.0Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoMostly rural forrested mountain and floodplain area, and the final part of project is urban industrial.Hyatt Mill Creek1-1621.23.79 miProject DescriptionProposed ProjectHiwasseeNoneSupplemental Classification: NoneWetlands within Project Limits? (Version 2.08; Released April 2018)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS32574.1.FD7TIP No.:A-0011CCounty(ies):Clay Page 2 of 3Aquatic T&E Species?NoComments:No NoNoAquatic T&E Species?Comments:No NoNo(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)Buffer Rules in Effect:N/AWBS Element:Surface Water Body (2): Buffer Rules in Effect:N/AAdditional Waterbody InformationColeman CreekNCDWR Stream Index No.:Blair CreekNCDWR Stream Index No.:1-171-16-1NoneNRTR Stream ID:Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: Other Stream Classification: Impairments:NoneNoneProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ASupplemental Classification: Other Stream Classification: NoneWater Supply IV (WS-IV)NonePrimary Classification: NRTR Stream ID:Impairments:NoneSurface Water Body (3): Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Deck Drains Discharge Over Water Body?NCDWR Surface Water Classification for Water Body 4 5 6 7 8 9 10 11 1213 1415 1617181920CLAY COUNTY AND CULVERTS GRADING, DRAINAGE, PAVING, SIGNALS, 25 50 10050 25 50 10050 5 10 2010 D T V = = = = = = % % MPH ADT ADT % * K 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK:09/08/99A-0011CDIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hdy_prm_wet_tsh.dgn4:43:40 PMCONTRACT:TIP PROJECT:A-0011CARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NASee Sheet 1A For Index of Sheets NC 69 FROM GEORGIA STATE LINE TO US 64 PE32574.1.FD7 APD-0069(007) ENGINEER ROADWAY DESIGN ENGINEER HYDRAULICS SIGNATURE: P.E. Prepared For: By: LETTING DATE: PROJECT ENGINEER PROJECT DESIGN ENGINEER ROBERT W. PORTER, JR PE KEVIN S. HUTCHENS PE DIVISION OF HIGHWAYS Division 14, 253 Webster Road, Sylva, NC 28779 TOTAL LENGTH PROJECT A-0011C LENGTH STRUCTURES PROJECT A-0011C LENGTH ROADWAY PROJECT A-0011C 2020 11,730 2040 17,390 9 55 9 50 * TTST =2%DUAL 7% MINOR ARTERIAL FUNC CLASS = REGIONAL TIER TO THE LIMITS ESTABLISHED BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED ANY MUNICIPAL BOUNDARIES. THIS PROJECT IS NOT WITHIN OCTOBER 15, 2019 NAD 83/ 2011 212018 STANDARD SPECIFICATIONS POND POND-Y1- POT 12+00.00 BEGIN CONSTRUCTION -Y1- POT 18+50.00 END CONSTRUCTION -Y2- POC 12+00.00 BEGIN CONSTRUCTION -Y3- POT 13+00.00 END CONSTRUCTION -Y5- POT 15+25.00 END CONSTRUCTION -Y4- POT 11+25.00 BEGIN CONSTRUCTION -Y6- POT 10+75.00 BEGIN CONSTRUCTION -Y7- POC 11+75.00 BEGIN CONSTRUCTION -Y8- POC 11+75.00 BEGIN CONSTRUCTION -Y9- POC 13+35.00 END CONSTRUCTION -Y10- PC 15+67.82 END CONSTRUCTION -Y11- POC 13+00.00 BEG CONSTRUCTION -Y12- POC 13+50.00 END CONSTRUCTION -Y13- POC 12+50.00 END CONSTRUCTION -Y14- POC 13+00.00 END CONSTRUCTION -Y17- POT 11+00.00 BEGIN CONSTRUCTION -Y16- POT 11+00.00 BEGIN CONSTRUCTION -Y15- POC 12+75.00 END CONSTRUCTION -Y19- POT 13+25.00 BEGIN CONSTRUCTION -Y18- POT 15+25.00 END CONSTRUCTION -Y20- POT 14+50.00 BEGIN CONSTRUCTION -Y21- POC 11+00.00 BEGIN CONSTRUCTION -Y20- POT 30+93.00 END CONSTRUCTION -L- POT 221+00.00 END T.I.P. PROJECT A-0011C -L- POC 20+50.00 BEGIN T.I.P. PROJECT A-0011C CREEK BLAIR CREEK COLEMAN CREEK HYATT MILL CREEK HYATT MILL RD. GROVE WOODS McDONALD RD. SR 1115 -Y1- McDONALD RD. SR 1115 -Y2- MYERS CHAPEL RD. SR 1140 -Y5- RIDGE RD. WINDY -Y4- SWAIMS RD. SR 1141 Y12 WALDROUP RD. SR 1120 -Y19- WALDROUP RD. SR 1120 -Y18- FORT HEMBREE RD. SR 1121 -Y21- US 64 -Y20- CHERRY RD. SR 1118 -Y17- CHERRY MOUNTAIN LN. -Y16- CHERRYWOOD DR. -Y15- BYERS RD. SR 1142 -Y14- BYERS RD. SR 1142 -Y13- ROSS RD. SR 1119 -Y11- BARNARD RD. SR 1143 -Y10- MATHESON COVE RD. SR 1116 -Y8- CABIN DR. -Y6- MATHESON COVE RD. SR 1116 -Y7- CLINE McCLURE RD. SR 1144 -Y9- McCLURE RD. SR 1190 -Y3- McDONALD RD. SR 1115 -Y1-HAYESVI LLETOHIAWASSE, GA TO GEORGIANORTH CAROLINA-L- POT 94+96.1 +/- BEGIN CULVERT EXTENSION -L- POT 95+18.1 +/- END CULVERT EXTENSION -L- POT 179+39.4 +/- BEGIN CULVERT EXTENSION -L- POT 179+76.7 +/- END CULVERT EXTENSION = 3.801 mile = 0.011 mile = 3.790 mile DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED (828) 631-1172 ENGINEER, DIV. 14 ASSISTANT DESIGN CONSTRUCTION KENNETH McDOWELL NCDOT CONTACT: -L- POT 118+32.70 LA -L- POT 118+50.96 LB = RIGHT OF WAY DATE: JUNE 30, 2018 -L- POT 221+50.00 END CONSTRUCTION 32574.2.4 APD-0069(007)R/W, UTILITIES VICINITY MAP (N.T.S.) 1310 1343 1120 1309 1309 1121 1312 1140 1147 1139 1148 1122 1373 1100 1377 1117 1118 1142 1141 1143 1181 1145 1140 1144 1119 1116 1176 1190 1183 1115 1146 1147 1325 1314 1324 1207 United Meth Ch Hayesville First Meth Ch Oak Forest United Chapel Myers Cemetery Hayesville Mill Cr. 1115 1141 Fellowship Christian Living Word 1195 1140 1140 1313 1116 RI VER1204 69 69 64 64 BUS 64 HAYESVILLE 1312 1305 HIWASEE CHATUGE LAKE DAM GEORGIA NORTH CAROLINA Rd McDonald Rd McDonald Dr McClure Rd Myers Chapel Rd Myers Chapel Byers Rd Swaims Rd Barnard Rd Cove Rd Matheson Cove Rd Matheson Ross Rd Cherry Rd Rd Waldroup Old US 64 Rd Myers Chapel Hembree Rd Fort BEGIN PROJECT END PROJECT R/W PLANSNC 69-L- NC 69-L- NC 69 -L - NC 69 -L- GA 17 -L- WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 45 PERMIT DRAWING SITE 1 SITE 2 SITE 3 SITE 4 SITE 7 SITE 6 SITE 8 SITE 10A SITE 10B SITE 10 SITE 11 SITE 12 SITE 13 SITE 14 SITE 15 SITE 16 SITE 17 SITE 17A SITE 5 SITE 5A SITE 5B SITE 9 SAY 1,330 LF AT DIRECTION OF ENGINEER WIRE FENCING ON PARCEL 10 PLACE TEMPORARY 47" WOVEN SAY 1,330 LF AT DIRECTION OF ENGINEER WIRE FENCING ON PARCEL 10 PLACE TEMPORARY 47" WOVEN SAY 570 LF AT DIRECTION OF ENGINEER WIRE FENCING ON PARCEL 32 PLACE TEMPORARY 47" WOVEN SAY 30 LFAT DIRECTION OF ENGINEERWIRE FENCING ON PARCEL 39PLACE TEMPORARY 47" WOVEN SAY 610 LFAT DIRECTION OF ENGINEERWIRE FENCING ON PARCEL 41PLACE TEMPORARY 47" WOVEN DISTURB SIGNDO NOT DIS TURB SIGN DO NOT 15" CMP 60" CMPWOODS WOODS SCRUB SCRUB WOODS SCRUB WOODS WOODS WOODS SCRUB SCRUB SCRUB SCRUB SCRUB SCRUBSCRUBCONC. P ADHOUSE BED TRUCK WELL S HEDCROSS TIESASPHALTGRAVELGRAVELGRAVELWELLSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSGRAVEL DR 18’ A S PHA L T MTL 1 S FSHED FARM SOIL MTL MTLKAY MOORE TRUSTEE ANNETTE COOKEANNETTE COOKE ANNETTE H COOKE ANNETTE COOKE WM KYLE CODY BARRY R. McCLURE120.00’60.00’BARRY R. McCLURE 60.00’50.00’60.00’KENNETH J. McCLURE AXLE AXLE EIP EIP NAIL EIP EIP EIP EIP EIP EIPEIP MON. R/W EXISTING R/W EXISTING R/W SOIL EXI STI NG R/WEXI STI NG R/WEXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W 60.00’EX IST ING R /W EX IST ING R /W RAP RIP SIGN 1SFD 1 SFD CONC.60.00’60.00’HH18" CMP 15" CMP18" CMP 15" C M PEIP 30" CMPSR 1115 M cDONALD RDSR 1183 RUEL HALL RDSR 1115 McDONALD RD 20’ ASPHALTEXISTING R/WEXISTING R/WNC 69 28’ ASPHALT NC 69 28’ ASPHALT 6 10 3 7 11 12 9 8 SCRUB FOUNDATION TRAILER BILLBOARD BILLBOARD JEFFREY & JILL STAMEY TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 6MATCH LINE -L- STA. 38+50SEE SHEET NO. 4MATCH LINE -L- STA. 25+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh05_NOcontours.dgn4:34:44 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 2 OF 45 PERMIT DRAWING10 15 2030 35 25 NAD 83 NA 2011 -Y1- POT 12+00.00 BEGIN CONSTRUCTION -Y1- POT 18+50.00 END CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SEE SHEET ? FOR -Y1- INTERSECTION DETAIL SEE SHEET 31 FOR -Y1- PROFILE SEE SHEET 30 FOR -L- PROFILE CB-FCB-F DI DI BDO HW 60"60" DI CB-G CB-G CB-G CB-G CB-G CB-E CB-E 15" RCP-IV CB-F CB-F CB-F CB-F CB-FCB-F CB-F 15" R E TA IN 15"15"CB-G 15" 15" RCP-III 18" RCP-III 18" SEE DETAIL TP1 TOE PROTECTION RCP- I V 15" 15" 15" RCP-III 24"24"RCP-IV 15" JB w/ Slab Lid DI RETAIN 15" -L- STA 34+50 to 36+62 LT SEE RDWY STD. 240.01 BERM DITCH -L- STA 36+62 to 38+75 LT SEE RDWY STD. 240.01 BERM DITCH REMOVE REMOVE JB w/Slab Lid -Y1- 15+62 TO 17+55 GRADE CUT TO DRAIN15"( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 25+00 TO 29+75 LT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.6 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE 15" RCP-IV 15"15" RCP-IV 18" RCP-III 15" RCP-IV RCP-IV 15" 15" RCP-IV RCP-IV 15" 15" RCP-IV 15" RCP-IV RCP-IV24"15" w/ ELBOWS( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 27+71 (112’ RT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 10 Tons of Class I Rip-Rap d= 3 Ft. Length= 18 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST. 13.3 CY FLOWABLE FILL EST. 6.2 CY FLOWABLE FILL EST. 393 SY GEOTEXTILE EST. 185 TONS CL I RIP RAP EST. 1052 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST. 182 SY GEOTEXTILE EST. 86 TONS CL I RIP RAP EST. 117 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST. 20 SY GEOTEXTILE EST. 7 TONS CL B RIP RAP SEE DETAIL SLV1 SPECIAL LATERAL V DITCH EST. 76 SY GEOTEXTILE EST. 26 TONS CL B RIP RAP SEE DETAIL SC1 SPECIAL CUT V DITCH ( Not to Scale) TOE PROTECTION d FROM -L- STA. 27+75 TO 29+40 RT Fill Slope2:1 or Flatter Gr o u ndNat ural DETAIL TP1 d= 1 Ft. Type of Liner= Class B Rip-Rap Geotextile 2GI TTTTR WC ACAC C F F F F C C C F F C C C CF F C C F F C F F C C F F F C C C F C F SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 1 SITE 1 1959. 0 1959.019601961.0 1962.01962.01963.0 1963.0 1 96 3.01964.01964.01964.0196519651965 19651966.01966.0 1966.01966.019 66. 0 1967.01967.0 1967.019 67.01968.01968.0 1968.0 1968.0 1969.01969.01969.0 19 6 9 .0 19701970 1970 19701971.019 71.01971.0 1971.01972.01972.01972.0 1972.0 1973.01973.0 1973.0 1973 .01973.01974.01974.0 1974.0 1974.019751975 1975 19 7 5 19 7 5 1976.01976.01976.0 1976.01977.01977.0 1977.0 1977.01977.01978.01978.0 1978.0 1978.01979.01979.0 1979.0 19 7 9 .0 19801980 1980 1980 1 9 8 1. 0 1981.01981.0 1981.0 1982.0 1982.0 1982.0 1982.01982.01983.0 1983.0 1983.0 1983.0 1983.01984.01984.0 1984.0 1984.01984.01 98 4.019851985 1985 198519851986.019 8 6.01986.0 1986.0 19 8 6.01986.01986.01986.019 87.0 19 87.0 1987.0 1987.0 1987.01987.01 9 8 7. 0 1987.01988.01988.01988.0 1988.0 1988.01988.01988.0 1988.01988.0 19 88.01989.0198 9.0 1989.0 1989.0 1989.01989.01 9 8 9. 0 1989.01989.019 9 0 19 9 0 1990 1990 1990199019901990199019901991.01991.0 1991.0 1991.0 199 1.01991.01 9 9 1. 0 1991.01991.01991.0 1992.01992.0 1992.01992.0 1 9 9 2. 0 1992.01992.01992.01992.01992.01992.01992.01993.01993 .0 1993.01993.0 1993.01993.01993.01993.01993.01993.01993.01993.0 1993.0 1994.01994.0 1994.01994.0 19 9 4.0 1994.01994.01994.0 1994.01994.01994.01994.019951995 199519951995 1995199519951995 19951995 1995 1995 19951996.01996.0 1996.0 1996.01996.01996.01996.01996.0 1996.01996.0 1996.0 1996.0 1996.01996.01996.01996.01997.01997.01997.01997.01997.01997.01997.01997.0 1997.0 1997.019 9 7.01997.0 1997.01997.01997.01997.01998.01998.0 1998.01998.01998.01998.0 1998.0 1998.0 1998.019 9 8.01998.01998.01998.0 1998.019 98.0 1999.01999.01999.01999.01999.019 9 9. 0 1999.0 1999.01999.0 1999.019 9 9.01999.01999.01999.01999. 01999.01999.0200020002000 200020002000 200020002000 20002000 2000 2 0 0 02000 2000 2000 20002000200020002001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0 2 0 01. 02001.02001.02001.02001.0 2002.02002.02002.02002.02002.02002.02002.02002.02002.0 2002.0 2002.02002.0 2002.0 200 2.0200 2.02002.02002.0 2002.0 2002.02002.02003.0 2003.02003.0 2003.0 2003.02003.0 2003 .0 2003.0 2003.02003.02003.02 0 0 3.0 2003.0 2003.02003.0 2003.0 2003.02003.0 2003.02003.0200 3.02004.0 2004.02 0 0 4.0 2004.0 2004.02004.02004.02004.0 2004.0 2004.0 2004 .0 2004.02004.0 2004.02004.02 0 0 4.0 2004.0 2004.0 2004.02004.02005 20052005 2005 20052005 2005200520052005 20052005 200520052005 2005 20052005 2 0 0 5 2005 2005 2006.0 2006.02006.02006.0 2006.02006.0 2006.02006.02006.02006.02006.02006.02006.02006.0 2006.0 2006.0 2006.02 0 0 6. 0 2 0 0 6.02006.02007.0 2007.0 2007.0 2007.02007.02007.02007.0 2007.02007.02007.02007.02007.0 2007.0 2007.0 2007.0 2007 .0 2007.02007.02 007.02008.0 2008.0 2008.0 2008.02008.02008.02 0 0 8.0 2008.02008.02008.02008.02008.0 2008.0 2008.0 2008.0 2008.02008.0 2008.02008. 0 2009.0 2009.0 2009.0 2009.02009.0 2009.02 0 0 9. 0 2009.02009.02009.02009.02009.0 2009.0 2009.0 2009.0 2009.02009.02010 2010 2010 20102010 2010201020102010 2010 2 0 10 2010 2010201020102 0 10 2011.0 2011.0 2011.02011.02011.02011.02011.02 0 11.02011.02011.02011.0 2011.0 2011.0 2011.0 2011.0 2011.02012.0 2012.0 2012.02012.02012.02012.02012.02012.02012.02012.0 2012.0 2012.0 2012.0 2 0 12.02013.02013.0 2013.0 2013.02013.02013.02013.02013.02013.0 2013.0 2013.0 2013.0 2013.0 2013.02014.02014.0 2014 .0 2014.02014.02014.02014.02014.0 2014.02014.0 2014.0 2014.02014.0201 52015 2015 2015201520152015 2015 201520152015 2015 20152016.0 2016.0 2016.0 2016.02016.02016.02016.02016.0 2016.0 2016.02017.0 2017.02017.0 2017.0 2017.02017.02017.02017 .0 2017.0 2017.0 2017.0 2018.0 2018.0 2018.0 2018.02018.02018.02018.0 2018.0 2018.0 2 0 1 8. 0 2019.0 2019.0 2 019 .02019.02019.02019.02019.0 2019.0 2019.0 2 0 19.0 2020 20 20 20202020202020 20 20202020 2020 2021.0 2021.02021.02021.02021.0 2021.02021.0 2 0 2 1. 0 2022.0 2022.0 2022.02022.02022.0 2022.0 2022.0 2022.02022.02023.0 2023.02023.02023.0 2 0 2 3 .0 2023.02023.02023.02024.0 2024.02024.02024.0 2024.0 2024.0 2025 20252025 2025 2025 20252026 .0 2026.02026.02026.02027.02027.02027.02027.02028.0 2028.0 2028.0 2028.0 2029.0 2029.0 2029.0 2030 2030 2030 2031.0 2031.0 2031.0 2032.0 2032.0 2032.0 2033.0 2033.0 2034.0 2034.0 2035 20352036.0 2036.0 2037.0 2037.02038.0 2038.02039.020402041.02042.0 2043.02044.020452046.02047.0 2048.0 2049.0 2050 2051.0 2052.0 2053.0 2054.0 2055 15" CMP 60" CMPWOODS WOODS SCRUB SCRUB WOODS SCRUB WOODS WOODS WOODS SCRUB SCRUB SCRUB SCRUB SCRUB SCRUBSCRUBCONC. P ADHOUSE BED TRUCK WELL S HEDCROSS TIESASPHALTGRAVELGRAVELGRAVELWELLSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSSOLAR PANELSGRAVEL DR 18’ A S PHA L T MTL 1 S FSHED FARM SOIL MTL MTLKAY MOORE TRUSTEE ANNETTE COOKEANNETTE COOKE ANNETTE H COOKE ANNETTE COOKE WM KYLE CODY BARRY R. McCLURE120.00’60.00’BARRY R. McCLURE 60.00’50.00’60.00’KENNETH J. McCLURE AXLE AXLE EIP EIP NAIL EIP EIP EIP EIP EIP EIPEIP MON. R/W EXISTING R/W EXISTING R/W SOIL EXI STI NG R/WEXI STI NG R/WEXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W 60.00’EX IST ING R /W EX IST ING R /W RAP RIP SIGN 1SFD 1 SFD CONC.60.00’60.00’HH18" CMP 15" CMP18" CMP 15" C M PEIP 30" CMPSR 1115 M cDONALD RDSR 1183 RUEL HALL RDSR 1115 McDONALD RD 20’ ASPHALTEXISTING R/WEXISTING R/WNC 69 28’ ASPHALT NC 69 28’ ASPHALT 6 10 3 7 11 12 9 8 SCRUB FOUNDATION TRAILER BILLBOARD BILLBOARD JEFFREY & JILL STAMEY TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 6MATCH LINE -L- STA. 38+50SEE SHEET NO. 4MATCH LINE -L- STA. 25+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh05_wContours.dgn4:34:53 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 3 OF 45 PERMIT DRAWING10 15 2030 35 25 NAD 83 NA 2011 -Y1- POT 12+00.00 BEGIN CONSTRUCTION -Y1- POT 18+50.00 END CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SEE SHEET ? FOR -Y1- INTERSECTION DETAIL SEE SHEET 31 FOR -Y1- PROFILE SEE SHEET 30 FOR -L- PROFILE SAY 1,330 LF AT DIRECTION OF ENGINEER WIRE FENCING ON PARCEL 10 PLACE TEMPORARY 47" WOVEN CB-FCB-F DI DI BDO HW 60"60" DI CB-G CB-G CB-G CB-G CB-G CB-E CB-E 15" RCP-IV CB-F CB-F CB-F CB-F CB-FCB-F CB-F 15" R E TA IN 15"15"CB-G 15" 15" RCP-III 18" RCP-III 18" SEE DETAIL TP1 TOE PROTECTION RCP- I V 15" 15" 15" RCP-III 24"24"RCP-IV 15" JB w/ Slab Lid DI RETAIN 15" -L- STA 34+50 to 36+62 LT SEE RDWY STD. 240.01 BERM DITCH -L- STA 36+62 to 38+75 LT SEE RDWY STD. 240.01 BERM DITCH REMOVE REMOVE JB w/Slab Lid -Y1- 15+62 TO 17+55 GRADE CUT TO DRAIN15"( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 25+00 TO 29+75 LT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.6 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE 15" RCP-IV 15"15" RCP-IV ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 2:1FROM -Y1- STA. 15+80 TO 16+00 LT DETAIL SLV1 Max. d= 1.0 Ft. Min. D= 1.6 Ft. Type of Liner= Class B Rip-Rap Slope Fill Flatter4:1 or Ground Natural Geotextile 18" RCP-III 15" RCP-IV RCP-IV 15" 15" RCP-IV RCP-IV 15" 15" RCP-IV 15" RCP-IV RCP-IV24"2: 1 D Flatter4:1 or d ( Not to Scale) SPECIAL CUT ’V’ DITCH FROM -Y1- STA. 16+00 TO 16+75 LT DETAIL SC1 Max. d= 1.0 Ft. Min. D= 1.2 Ft. Type of Liner= Class B Rip-Rap Slope Ditch Front Ground Natural Geotextile15" w/ ELBOWS( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 27+71 (112’ RT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 10 Tons of Class I Rip-Rap d= 3 Ft. Length= 18 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST. 13.3 CY FLOWABLE FILL EST. 6.2 CY FLOWABLE FILL EST. 393 SY GEOTEXTILE EST. 185 TONS CL I RIP RAP EST. 1052 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST. 182 SY GEOTEXTILE EST. 86 TONS CL I RIP RAP EST. 117 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST. 20 SY GEOTEXTILE EST. 7 TONS CL B RIP RAP SEE DETAIL SLV1 SPECIAL LATERAL V DITCH EST. 76 SY GEOTEXTILE EST. 26 TONS CL B RIP RAP SEE DETAIL SC1 SPECIAL CUT V DITCH ( Not to Scale) TOE PROTECTION d FROM -L- STA. 27+75 TO 29+40 RT Fill Slope2:1 or Flatter Gr o u ndNat ural DETAIL TP1 d= 1 Ft. Type of Liner= Class B Rip-Rap Geotextile 2GI TTTTR WC ACAC C F F F F C C C F F C C C CF F C C F F C F F C C F F F C C C F C F SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 1 SITE 1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1,960 1,970 1,980 1,990 2,000 2,010 2,020 2,030 1,960 1,970 1,980 1,990 2,000 2,010 20 21 22 23 24 25 2,020 1,960 1,970 1,980 1,990 2,000 2,010 2,030 25 26 27 28 29 30 31 32 33 34 35 36 37 385/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 22A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS4.dgn4:35:02 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1,960 2,020 1,970 1,980 1,990 2,000 2,010 2,030 SHEET 4 OF 45 PERMIT DRAWING (+)0.7374% EL. 1,992.05’ -L- STA. 20+50.00 BEGIN GRADE -L- SEE SHEET 4 FOR DESIGN EL. 1,988.59’ S 5 47’ 44.3" E; 276.41’ FROM -L- STA. 19+22.27 PAINTED BOLT ON BASE OF SUNOCO SIGN BM #1 O (-)1.25%EL. 1993.50-L- STA. 25+00 LTBEGIN LATERAL 2’ BASE DITCHEND SPECIAL BACK OF CURB CUT DITCH(-) 16.29%EL. 1994.83-L- STA. 23+94 (62’LT) BEGIN SPECIAL BACK OF CURB CUT DITCHEND TAIL DITCHEL. 2003.00-L- STA. 23+85 (112’ LT)BEGIN TAIL DITCHPI = 29+60.00 EL = 1,998.76’ (+)0.7374% (+)1.3109% VC = 220’ K = 384 PI = 36+00.00 EL = 2,007.15’ (+)1.4426% VC = 100’ K = 759 -L- EL. 2,000.07’ -Y1- STA. 15+03.32 -L- STA. 30+60.00 V = >80 mph V = >80 mph SEE SHEET 5 FOR DESIGN EL. 2,007.73’ -L- STA. 30+87.88 (49.52’ LT) NAIL IN BASE OF 6" CHERRY BM #2 (-) 1 1. 3 5 %(-)3 .40% (+)6.35% (+)9.00%EL. 1985.00-L- STA. 27+50 LTEL. 1981.25-L- STA. 29+00 LTEL. 1993.50-L- STA. 25+00 LTBEGIN LATERAL 2’ BASE DITCHEND SPECIAL BACK OF CURB CUT DITCHEL. 1976.49-L- STA. 28+25 LTEL. 1988.00-L- STA. 29+75 LTEND LATERAL 2’ BASE DITCH60" CMP EXISTING DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1997.6 = 394 = 500+ = 50 = 80 = 1980.1 = 97 = 1980.5 = 54 -L- Sta. 28+09 36" RCP15" CMP 36" RCP15" CMP 24" CMP18" CMP WOODS WOODS SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB WOODS WOODS WOODS 1 S WDF BUS TIMBER WALL SHED SHED MTL 1 S BR D ASPHALT LANDSCAPE WALLLANDSCAPE SOIL RDSOIL RD SOIL RD SCRUB SCRUB SCRUB ASP H A LT D R 1 S BR DASPHALT DRGRAVEL DRS HEDMTL CP MTL SHED MTL RET. WALL MOBILE HOME GRAVEL DR GRAVEL DRHOUSE BED TRUCK WELL SHELIA GOODWIN BARRY R. McCLURE BARRY R. McCLURE KENNETH J. McCLURE TEL EXISTING R/W EXISTING R/W60.00’60.00’50.00’EXISTING R/W EXISTING R/W 70.00’60.00’EXISTING R/W EXISTING R/W 60.00’60.00’EXISTING R/W EXISTING R/W WATER BOX/WELL HEADSPRING HOUSESPRING ASPHALT DRSMTL SMTL CONC.15" CM PSR 1115 MCDONALD RD 18’ ASPHALT JOYPHIL MOUNTAIN LLC BM#3 NC 69 28’ ASPHALT NC 69 28’ ASPHALT 10 12 13 16 W 10A JEFFREY & JILL STAMEY VIRGINIA McCLURE KENNETH R. McCLURE 14 KENNETH J. McCLURE 10 HUBBARD WILLIAM N TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 5MATCH LINE -L- STA. 38+50SEE SHEET NO. 7MATCH LINE -L- STA. 52+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh06_NOcontours.dgn4:35:09 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 5 OF 45 PERMIT DRAWING 5045 10-Y2-POT St a. 10+00.00NAD 83 NA 2011 SEE SHEET 23 FOR -L- PROFILE NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SAY 1,330 LF AT DIRECTION OF ENGINEER WIRE FENCING ON PARCEL 10 PLACE TEMPORARY 47" WOVEN 40 CB-G CB-F HW CB-G 15"CB-F CB-F CB-G HW 36" RCP-IVBDO 15" RCP-IV 15" RCP-IV CB-G CB-G CB-FCB-FCB-F RETAINCB-G 15"18"15" RCP-IV CB-F EST. 31 CY FLOWABLE FILL 2GI SEE DETAIL TP1 TOE PROTECTION 15" RCP-IV 15" RCP-IV -L- 48+00 RT TO -L- 50+25 RT GRADE FILL SLOPES TO DRAIN18" SEE DETAIL SLV1 SPECIAL LATERAL V DITCH -L- STA 36+62 to 38+75 LT SEE RDWY STD. 240.01 BERM DITCH 54+25 LT -L- STA 51+50 to SEE RDWY STD. 240.01 BERM DITCH REMOVE REMOVE REMOVE HEADWALL RETAIN RETAIN RETAIN RCP-IV15" ( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. FROM -L- STA. 41+00 TO 41+67 LT DETAIL LB2 b= 2.0 Ft. B= 2.0 Ft. Min. D= 1.0 Ft. Ground Natural Slope Fill ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 48+00 TO 50+50 LT DETAIL LB3 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE 15"HEADWALL REMOVE 15"15"18" ELBOWS w/ 15" RCP-IV 18" RCP-IV (TRENCHLESS INSTALL)42" WELDED STEELRCP-IV42"15" RCP-IV TBJB TBJB ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 40+25 TO 41+00 LT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.8 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 40+41 (98’ RT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 6 Tons of Class I Rip-Rap d= 2 Ft. Length= 15 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2:1 TO TI Ed EST. 303 SY GEOTEXTILE EST. 143 TONS CL I RIP RAP EST. 311 CY DDE SEE DETAIL LB3 LATERAL 2’ BASE DITCH EST. 79 SY GEOTEXTILE EST. 26 TONS CL B RIP RAP EST. 69 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST. 35 CY DDE SEE DETAIL LB2 LATERAL 2’ BASE DITCH TTC A CAC C C F FC F C C F F F C C F C F F F F F F F F SURFACE WATER TEMP IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 2 SITE 2 1966.0 1967.01968.01969.019701971.01971.0 1972.01972.0 1973.01973.0 1974.01974.0 19751975 1976.01976.01977.019 7 7 .0 1978.01978.0 1978.0 1978.0 1979.01979.0 1979.0 1979.0 1979.0 1979.019801980 1980 1980 1980 198019801981.01981.0 1981.01981.01981.01981.01981.01981.01982.01982.01982.01982.0 1982.0 19 8 2.0 1982.01982.01983.01983.01983.01983.0 1983.0 1983.01983.01984.01984.01984.01984.0 1984.0 1984.019851985198519851985 1985 19 8 6.0 1986.01986.01986.01986.0 1986.0 1986.0 1987.0 1987.01987.01987.01987.0 1987.0 1987.0 1988.0 1988.01988.01988.019 8 8.0 1988.0 1988.0 1989.01989.01989.01989.01989.019 8 9.0 1989.01989.0 1 9 89.01989.019 9 0 1990199019901990 1990199019901990 199019 9 1. 01991.01991.01991.01991.01991.01991.0 1 991. 0 19 9 2. 01992.01992.01992.01992.01992.01992.01992.0 1 9 92.01992.01992.01 9 9 3. 01993.01993.01993.01993.0 1993.0 1993.01993.01993.01993.019 9 4.01994.01994.01994.01994.0199 4.0 1994.0 1994.0 1994.0 19 9 51995 199519951995 1995 1995 1995 1995 1996.01996.01996.01996.01996.01996.0 1996.0 1996.01996.01996.01 9 9 7. 01997.01997.01997.01997.01997.0 1997.0 1997.0 1997.01997.01998.01998.0 1998.01998.01998.01998.0 1998.0 1998.0 1998.01998.01 9 9 9. 0 1999.0 1999.01999.01999.0 199 9.0 1999.0 1999.01999.0 1999.0 2 0 0 0 2000 200020002000 2000 2000 2000200020002000 2001.02001.0 2 0 0 1. 0 2001.0 2001.02001.02001.02001.0 2001.02001.02001.0 2 001.02002.02002.0 2 0 0 2.0 2002.0 2002.02002.02002.0 2002.0 2002.02002.02002.0 2002.02002.02003.02003.0 2003.0 2003.0 2003.02003.0 2003.0 2003.0 2003.02003.02003.0 2003.0200 3.02004.02004.0 2004.0 2004.0 2004.02004.0 2004.0 2004.0 2004.02004.02004.0 2004.0 2004.020052005 2005 2005 20052005 2 0 0 5 2005 200520052005 2005 20052006.02006.0 2006.0 2006.0 2006.02006.02006.02006.0 2006.02006.02006.0 2006.0 2006.02006.0 2007.02007.0 2007.0 2007.0 2007.02007.02007.02007.0 2007.02007.0 2007.02007.02007.02007.0 2008.0 2008.02008.0 2008.0 2008.0 2008.0 2008.02008.02008.0 2008.02008.0 2008.02008.02008.02008.02009.02009.02009.02009.0 2 0 0 9.0 2009.0 2009.02009.0 2 0 0 9.0 2009.0 2009.02009.0 2009.02009.02009.02009.0201020102010201020102010 2010 2 0 10 2010 20102010201020102010201020102011.02011.0 2 0 11.0 2011.0 2011.0 2011.0 2011.0 2011.02011.02011.02011.02011.02011.02011.02011.02012.02012.0 2012.02012.02012.0 2012.0 2 012. 0 2012.02012.0 2012.02 0 12.0 2012.02 0 12. 02012.02012.0 2 0 1 2. 0 2012.02013.02013.02013.02013.0 2013.02013.0 2013.0 2013.0 2013.0 2013.02013.0 2013.02013.0 2013.02013.02013.0 20 13.02 0 14.0 2014.02014.02014.0 2014.0 2014.0 2014.0 2014.02014.02014.02014.02014.0 2014.02014.02014.0 2014.02015 20152015 2015 2015 2015 2015 201520152015 20152015 20152015 2015 20152016.02016.0 2016.0 2016.02016.0 2016.0 2016.0 2016.0 20 16.0 2016 .0 2016.02016.0 2016.0 2016.0 20 16.0 2016.0 2016.02017.02017.0 2017.0 2017.02017.0 2017.0 2017.0 2017.0 20 17.0 2017.0 2017.02017.0 2017.0 2017.020 17.02017.02018.02018.0 2018.02018.02018.02018.0 2018.0 2018.0 2018.0 2018.0 2018.02018.0 2018.0 2018.02 0 18. 0 2018.02019.02019.0 2019.02019.02019.02019.0 2019.0 2019.0 2019.0 2019.0 2019.02019.02019.0 2 0 19.0 2019.02 0 19.0 2019.020 19.02019.020202020 20202020 2020 2020 202020202020 20202020 2020202020202 0 2 020202021.02021.0 2021.02021.0 2021.0 2021.0 2021.02021.02021 .0 2021.02021.02021.0 2021.02 0 2 1. 0 2021.02022.02022.0 2 0 2 2.0 2022.02022.02022.02022.02022.0 2022.0 2022.02022.02022.0 2022.0 2 0 2 2.0 2022.02023.02023.0 2023.0 2023.02023.0 2023.0 2023.02023.0 2023.02023.02023.0 2023.0 202 3.02024.02024.0 2024.0 2024.0 2024.020 24.0 2024.02024.0 2024.02024.0 2024.0 2024.020252025 20252025 2 0 2 5 2 0 2 5 20252025 20252025 2025 2 0 2 5 2026.02026.0 2026.020 26.02026.02026.0 2026.02026.0 2026.02026.0 2 0 2 6 .0 2027.02027.0 2027.02027.0 2027.02027.02027.0 2027.0 2028.02028.0 2028.02028.0 2028.0 2 0 2 8. 0 2028.0 2029.02029.0 2029.02029.0 2029.0 2029.0 2029.0 20302030 20302030 2 0 3 0 2030 2030 2031.02 0 3 1.02031 .02031.0 2 03 1.02031.0 2032.02 0 3 2. 0 2032.0 2032.0 2032.0 2033.02033.0 2033.0 2033.02033.0 2034.0 2034.0 2034.0 20 34.0 2034.02034.0 20352035 2035 2036.02036.0 2036.0 2037.02037.02037.0 203 8.02038.0 2038.0 2039.02039.0 2039.0 20402040 2040 2041.02041.0 2 041.02042.02042.0 2043.02043.0 2044.02044.0 20452045 2046.02046.02047.02048.02049.020502051.02052.02061.0 2062.0 2063.0 2064.02064.0206520652066.02067.0206 8.02 069.020702071.02072.036" RCP15" CMP 36" RCP15" CMP 24" CMP18" CMP WOODS WOODS SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB WOODS WOODS WOODS 1 S WDF BUS TIMBER WALL SHED SHED MTL 1 S BR D ASPHALT LANDSCAPE WALLLANDSCAPE SOIL RDSOIL RD SOIL RD SCRUB SCRUB SCRUB ASP H A LT D R 1 S BR DASPHALT DRGRAVEL DRS HEDMTL CP MTL SHED MTL RET. WALL MOBILE HOME GRAVEL DR GRAVEL DRHOUSE BED TRUCK WELL SHELIA GOODWIN BARRY R. McCLURE BARRY R. McCLURE KENNETH J. McCLURE TEL EXISTING R/W EXISTING R/W60.00’60.00’50.00’EXISTING R/W EXISTING R/W 70.00’60.00’EXISTING R/W EXISTING R/W 60.00’60.00’EXISTING R/W EXISTING R/W WATER BOX/WELL HEADSPRING HOUSESPRING ASPHALT DRSMTL SMTL CONC.15" CM PSR 1115 MCDONALD RD 18’ ASPHALT JOYPHIL MOUNTAIN LLC NC 69 28’ ASPHALT NC 69 28’ ASPHALT 10 12 13 16 W 10A JEFFREY & JILL STAMEY VIRGINIA McCLURE KENNETH R. McCLURE 14 KENNETH J. McCLURE 10 HUBBARD WILLIAM N TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 5MATCH LINE -L- STA. 38+50SEE SHEET NO. 7MATCH LINE -L- STA. 52+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh06_wContours.dgn4:35:18 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 6 OF 45 5045 10-Y2-POT St a. 10+00.00NAD 83 NA 2011 SEE SHEET 23 FOR -L- PROFILE NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SAY 1,330 LF AT DIRECTION OF ENGINEER WIRE FENCING ON PARCEL 10 PLACE TEMPORARY 47" WOVEN 40 CB-G CB-F HW CB-G 15"CB-F CB-F CB-G HW 36" RCP-IVBDO 15" RCP-IV 15" RCP-IV CB-G CB-G CB-FCB-FCB-F RETAINCB-G 15"18"15" RCP-IV CB-F EST. 31 CY FLOWABLE FILL 2GI SEE DETAIL TP1 TOE PROTECTION 15" RCP-IV 15" RCP-IV -L- 48+00 RT TO -L- 50+25 RT GRADE FILL SLOPES TO DRAIN18" SEE DETAIL SLV1 SPECIAL LATERAL V DITCH -L- STA 36+62 to 38+75 LT SEE RDWY STD. 240.01 BERM DITCH 54+25 LT -L- STA 51+50 to SEE RDWY STD. 240.01 BERM DITCH REMOVE REMOVE REMOVE HEADWALL RETAIN RETAIN RETAIN RCP-IV15" ( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. FROM -L- STA. 41+00 TO 41+67 LT DETAIL LB2 b= 2.0 Ft. B= 2.0 Ft. Min. D= 1.0 Ft. Ground Natural Slope Fill ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 48+00 TO 50+50 LT DETAIL LB3 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE 15"HEADWALL REMOVE 15"15"18" ELBOWS w/ 15" RCP-IV 18" RCP-IV (TRENCHLESS INSTALL)42" WELDED STEELRCP-IV42"15" RCP-IV TBJB TBJB ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 40+25 TO 41+00 LT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.8 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 40+41 (98’ RT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 6 Tons of Class I Rip-Rap d= 2 Ft. Length= 15 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2:1 TO TI Ed EST. 303 SY GEOTEXTILE EST. 143 TONS CL I RIP RAP EST. 311 CY DDE SEE DETAIL LB3 LATERAL 2’ BASE DITCH EST. 79 SY GEOTEXTILE EST. 26 TONS CL B RIP RAP EST. 69 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST. 35 CY DDE SEE DETAIL LB2 LATERAL 2’ BASE DITCH TTC A CAC C C F FC F C C F F F C C F C F F F F F F F F SURFACE WATER TEMP IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 2 SITE 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 23A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS7.dgn4:35:27 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1,980 1,990 2,000 2,010 2,020 2,030 1,980 1,990 2,000 2,010 2,020 2,030 52 53 54 55 56 57 58 59 60 61 62 63 64 2,020 1,980 1,990 2,000 2,010 2,030 2,020 1,980 1,990 2,000 2,010 2,030 2,060 2,040 2,050 2,070 2,060 2,040 2,050 2,070 2,060 2,040 2,050 2,070 SHEET 7 OF 45 PERMIT DRAWING PI = 42+10.00 EL = 2,015.95’ (+)1.4426% (+)1.4091% VC = 100’ K = 2982 -L- V = >80 mph SEE SHEET 6 FOR DESIGN EL. 1,996.52’ -L- STA. 40+78.40 (27.96’ LT) CHISELED ’X’ ON CONC HEADWALL BM #3 (-)8.60%(-)0.30% (+) 1.75%EL. 2012.57-L- STA. 42+30 RTLATERAL V DITCHBEGIN SPECIAL EL. 2017.82-L- STA. 45+30 RTLATERAL V DITCHEND SPECIAL EL. 2015.61(+) 6.01% (+) 9.69%EL. 2006.60-L- STA. 48+00 LTBEGIN LATERAL 2’ BASE DITCHEL. 2025.30-L- STA. 50+50 LTEND LATERAL 2’ BASE DITCHEL. 1996.99 -L- STA. 41+67 LT END LATERAL 2’ BASE DITCH -L- STA. 49+50 LTEL. 1997.20-L- STA. 41+00 LTEL. 2003.65-L- STA. 40+25 LTBEGIN LATERAL 2’ BASE DITCHBURIED 0.7’ SKEW 124 42" RCP-IV 36" RCP EXISTING DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 2014.3 = 161 = 500+ = 50 = 50 = 2000.2 = 61 = 2000.9 = 29 -L- Sta. 41+06 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 2023.8 = 158 = 500+ = 50 = 22 = 2008.6 = 27 = 2008.9 = 11 -L- Sta. 47+72 PI = 56+40.00 EL = 2,036.10’ VC = 1,360’ K = 303 (-)3 .0760% (+)1.4091% V = 70 mph -L- EL. 2,029.48’ -Y3- STA. 10+00.00 -L- STA. 54+43.03 EL. 2,026.00’ -Y4- STA. 13+94.32 -L- STA. 58+50.00 EL. 2,016.07’ -Y5- STA. 10+00.00 -L- STA. 62+90.54 SEE SHEET 7 FOR DESIGN EL. 2,029.10’ -L- STA. 52+21.08 (107.26’ RT) CHISELED SQUARE ON CONC HEADWALL BM #4 EL. 2,021.38’ -L- STA. 61+98.00 (113.31’ LT) CHISELED SQUARE ON CONC HEADWALL BM #5 EL. 2026.98-L- STA. 54+88 RTBEGIN LATERAL V DITCHEL. 2025.91-L- STA. 56+50 RTEND LATERAL V DITCH(-) 0.66% (-) 3 .15% EL. 2,014.76 -L- STA. 62+50 LT BEGIN SPECIAL LATERAL V DITCH EL. 2008.48 -L- STA. 64+50 LT BEGIN SPECIAL LATERAL BACK OF CURB V DITCH END SPECIAL LATERAL V DITCH 15" HDPE 8" HDPE36" RCP48" RCP 15" CMP 8 " HDPE36" RCP24" RCP 18" RCP 6 0" CMPWOOD S WOODS 1 S B R DGRAVELCONC .2’ C/G2’ C/GGRAVEL B A T C H P L A N T PONDNC 69 28’ B S T BK B L GCONC . WALLSCRUBSCRUB W O O D SW OOD S GRGR1 SFD 1 SFD BSTBSTGRAVEL BARN SHEDPADCONC. HOUSE SPRING S OIL HOUSE SPRING POND FT BRIDGE WALL 12" MASONRY GRAVEL DR GRAVEL DR 3’ CONC. BK WALL CONC. PAD GRAVEL DRGRAVELCONC. PAD 1 SFD CONC. DRS OIL SOI LAWNING MTL GRAVE L DRBSTBSTSOIL JAMES F COLEMAN BARRY WENGER RAY MURRAY RAY E. MURRAY WILL BOOK C PG 106 SOUTHERN CONCRETE MATERIALS J HAROLD McCLURE MARGARET SHOOK DONALDSON100.00’8" PVC 8" PVC 8" PVC 8 " P V C EXISTING R/W EXISTING R/W MON. R /W GAT E STL P IPE PAD CON C . 80.00’60.00’EX ISTING R /W EXISTING R /W LANDSCAPING2’ S/R50.00 ’EXISTING R/WEXISTING R/WPLANTER CONC.1 SF BUS2SFDSH E D SMT L SHED48" MTLHHHHHHF /O S PL ICE BOX 6" HDPE19’ BSTSR 1116 MATHESON COVE RDF/O SPLICE BOX F/O SPLICE BOX TOMAS FIGUEROA J HAROLD McCLURE J HAROLD McCLURE H Y A TT M I LL C R EEK NC 69 28’ BST 33 29 32 32 34 35 36 37 38 39 33 HYATT M ILL CREEK GRAVEL DR J HAROLD McCLURE MICHAEL H McCLURE J HAROLD McCLURE MORALES JENNIFFER FIGUEROA TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SEE SHEET NO. 10MATCH LINE -L- STA. 90+00SEE SHEET NO. 8MATCH LINE -L- STA. 77+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh09_NOcontours.dgn4:35:35 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 8 OF 45 PERMIT DRAWING 10 15 80 85 90NATIONAL REGISTER OF HISTORIC PLACES PARCEL 39 DETERMINED ELIGIBLE FOR LISTING ON N A D 83 N A 2011-Y7- POC 11+75.00 BEGIN CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SEE SHEET ? FOR -Y7- INTERSECTION DETAIL SEE SHEET 32 FOR -Y7- PROFILE SEE SHEET 24 FOR -L- PROFILE RETAIN CB-F DI 18" HW CB-F BDO 15" RCP-IV JB w/MH RETAIN HW 36" RCP-III 15"15" RCP-IV 18" RCP-III CB-E RETAIN CB-F 15" 15" 15" 15" RCP-IV 48" RCP EXTEND COLLAR AND -L- STA 80+75 to 81+17 RT SEE RDWY STD. 240.01 BERM DITCH REMOVE REMOVE 8" HDPE REMOVE 40’ +/- SEE DETAIL SLV1 SPECIAL LATERAL V DITCH RETAIN EXTEND 36" RCP AND & 4’+/- EX. REMOVE HW CB-F CB-F REMOVE & 11’+/- EX. 36" RCP REMOVE HW CB-F CB-F EX. 36" RCP REMOVE 23’+/-RCP-III36"CB-F CB-F 2:12:1D ( Not to Scale) STANDARD TAIL BASE DITCH B d FROM -L- STA. 88+35 (83’ LT) TO 88+43 (125’ LT) DETAIL TB1 B= 2 Ft. Max. d= 1 Ft. Min. D= 1 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class B Rip-Rap Geotextile CB -F CB -F D IRCP-IV 15" 15" CB -FRCP-III36" 15 " RCP -IV 15" RCP - IV 1 8 " RCP -IV RCP-III 15" REMOVE TO EX . CUT GRADE BERM TO EX . CUT GRADE BERM HW REMOVE CB-G RCP-IV 15"RETAI N( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 83+33 (73’ LT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 6 Tons of Class I Rip-Rap d= 2 Ft. Length= 15 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed 12" EST. 7.4 CY FLOWABLE FILL EST . 4 .2 CY FLOWABLE F ILL EST 166 SY GEOTEXTILE EST 56 TONS CL B RIP RAP EST 127 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST 164 SY GEOTEXTILE EST 56 TONS CL B RIP RAP EST 261 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST 168 SY COIR FIBER EST 1053 CY DDE SEE DETAIL LV1 LATERAL V DITCH EST 44 SY GEOTEXTILE EST 15 TONS CL B RIP RAP EST 6 CY DDE SEE DETAIL TB1 TAIL BASE DITCH HW TTTTTTTTTTDISTRIBUTION SITE TELEPHONE DO NOT DISTURB CACAAREA EC AREA EC AREA EC F F F F F F F F F F F C F C C C F F F F F C F F F CC C CC C F F C C F C F F F C C C C SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 3 SITE 4 SITE 5 SURFACE WATER PERM IMPACTS TO FILL IN WETLANDS SURFACE WATER TEMP IMPACTS TO SITE 5A 1933.01933.01934.019351936.019 3 6.0 1937.01937.01938.01938.01939.01939.01939.01939.0194019 401940194019 4 019401941.01941.01941.01941.0 1941.01941.01942.01942.01942.01942.0 1942.0 1942.0 1943.0 1943.01943.01943.01943.01943.01943.0 19 43.0 1944.01944.01944.01944.0 1944.0 1944.01944.01944.01944.01944.019451945 194519451945194519451945194519451946.0 1 9 4 6.01946.01946.01946.01946.01946.01946.01947.0 1947.01947.01947.01947.01947.01947.01947.01947.01947.01948.0 1948.0 1948.0 1948.01948.01948.01948.01948.01948.01948.01948.01949.0 1949.01949.01949.01949.0 1949.01949.01949.01949.01949.01949.01949.01949.01949.0 1950 1950195019501950195019501950195019 5 0 1950 1950 1951.01951.01951.01951.01951.01951.01951.01951.01951.0 1951.01951.01951.01951.01951.01951.01952.01952.0 1952.01952.01952.01952.01952.01952.01952.01952.01952.01952.01953.0 1953.01953.01953.01953.01953.0 1953.01953.01953.01953.0 1953.01954.0 1954.01954.01954.01954.01954.01954.0 1954.01954.01954 .0 1954.0 1955 1955195519551955195519551955195519551955 1956.01956.01956.01956.01956.01956.01956.01956.01956.01956.01956.0 1956.01956.01957.0 1957.01957.01957.01957.01957.01957.01957.01957.01957.01957.01957.01957.01958.01958.01958.01958.01958.01958 .0 1958.01958.01958.01958.01958.01958.01958.01959.0 1959.01959.01959.01959.0 1959.01959.01959.01959.01959.01959.01959.01960 19601960196019601960196019601960 1961.0 1961.01961.01961.01961.01961.01961.01961.01961.0 1961.01961.01961.01961.01962.0 1962.0 1962.01962.01962.01962.01962.01962.01962.01962.0 1962.01962.0 1962.01962.01962.01963.0 1963.01963.01963.0 1963.01963.01963.01963.01963.01963.0 1963.01963.01963.01964.0 19 6 4 .0 1964.01964.0 1964.01964.01964.01964.01964.01964.01964.01964.0 1964.01965 1965 1965 196519651965196519651965196519651965 19651966.0 1966.0 1966.0 1966.01966.01966.01966.01966.01966.01966.01966.0 1966.01966.01966.01966.0 1967.0 1967.0 1967.0 1967.01967.01967.0 1967.01967.01967.01967.01967.01967.01967.01967.01968.0 1968.0 1968.0 1968.01968.01968.01968.01968.01968.01968.0 1968.01968.01968.01968.01968.01968.01969.0 1969.0 1969.0 1969.01969.01969.01969.01969.01969.01969.01969.01969.01969.01969.01969.01 9 6 9. 0 1969.01970 1970 1970 19701970 197019701970197019701970 1970197019701970197019701971.0 1971.0 1971.0 1971.01971.0 1971.01971.01971.01971.01971.01971.01971.01971.01971.0 1971.01972.01972.0 1972.0 1972.01972.01972.01972.01972.01972.01972.01972.01972.01973.01973.0 1973.0 1973.01973.01973.01973.01973.01973.01973.01973.01973.01974.01974.0 1974.0 1974.01974.01974.01974.01974.01974.01974.01974.01974.0 1975 19751975 19751975197519751975197519751975197519751976.0 1976.0 1976.0 1976.0 1976.01976.01976.01976.01976.01976.01976.01976.01976.01976.01976.01977.01977.0 1977.0 1977.01977.01977.01977.01977.01977.01977.01977.01978.01978.0 1978.0 1978.01978.01978.01978.01978.01978.01979.01979.01979.0 1979.01979.01979.01979.01979.01979.01980 19801980 19801980198019801980198019801981.01981.01981.0 1981.01981.01981.01981.01981.01981.01982.01982.019 82.0 1982.01982.01982.01982.01982.01982.01983.01983.01983.0 1983.01983.01983.01983.01983.01984.01984.01984.01984.01984.01984.01984.01984.01984.01985 1985198519851985198519851986.01986.019 8 6.01986.01986.01986.01987.0 1987.019 8 7.0 1987.01987.01987.01987.01988.01988.01988.01988.0 1988 .0 1988.01989.01989.01989.01989.0 1989.0 1989.01990199019901990 1990 19901991.01991.01991.01991.01991.0 1991.01991.01992.01992.01992.01992.0 1992.019 92.01993.01993.01993.01993.01993.01993.01993.01994.01994.01994.019 9 4.0 199519951995 1996.01996.01996.0 1997.01997.0 1998.01999.020002001.02002.015" HDPE 8" HDPE36" RCP48" RCP 15" CMP 8 " HDPE36" RCP24" RCP 18" RCP 6 0" CMPWOOD S WOODS 1 S B R DGRAVELCONC .2’ C/G2’ C/GGRAVEL B A T C H P L A N T PONDNC 69 28’ B S T BK B L GCONC . WALLSCRUBSCRUB W O O D SW OOD S GRGR1 SFD 1 SFD BSTBSTGRAVEL BARN SHEDPADCONC. HOUSE SPRING S OIL HOUSE SPRING POND FT BRIDGE WALL 12" MASONRY GRAVEL DR GRAVEL DR 3’ CONC. BK WALL CONC. PAD GRAVEL DRGRAVELCONC. PAD 1 SFD CONC. DRS OIL SOI LAWNING MTL GRAVE L DRBSTBSTSOIL JAMES F COLEMAN BARRY WENGER RAY MURRAY RAY E. MURRAY WILL BOOK C PG 106 SOUTHERN CONCRETE MATERIALS J HAROLD McCLURE MARGARET SHOOK DONALDSON100.00’8" PVC 8" PVC 8" PVC 8 " P V C EXISTING R/W EXISTING R/W MON. R /W GAT E STL P IPE PAD CON C . 80.00’60.00’EX ISTING R /W EXISTING R /W LANDSCAPING2’ S/R50.00 ’EXISTING R/WEXISTING R/WPLANTER CONC.1 SF BUS2SFDSH E D SMT L SHED48" MTLHHHHHHF /O S PL ICE BOX 6" HDPE19’ BSTSR 1116 MATHESON COVE RDF/O SPLICE BOX F/O SPLICE BOX TOMAS FIGUEROA J HAROLD McCLURE J HAROLD McCLURE BM#7 H Y A TT M I LL C R EEK NC 69 28’ BST 33 29 32 32 34 35 36 37 38 39 33 HYATT M ILL CREEK GRAVEL DR J HAROLD McCLURE MICHAEL H McCLURE J HAROLD McCLURE MORALES JENNIFFER FIGUEROA TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SEE SHEET NO. 10MATCH LINE -L- STA. 90+00SEE SHEET NO. 8MATCH LINE -L- STA. 77+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh09_wContours.dgn4:35:44 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 9 OF 45 PERMIT DRAWING 10 15 80 85 90NATIONAL REGISTER OF HISTORIC PLACES PARCEL 39 DETERMINED ELIGIBLE FOR LISTING ON N A D 83 N A 2011-Y7- POC 11+75.00 BEGIN CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SEE SHEET ? FOR -Y7- INTERSECTION DETAIL SEE SHEET 32 FOR -Y7- PROFILE SEE SHEET 24 FOR -L- PROFILE RETAIN CB-F DI 18" HW CB-F BDO 15" RCP-IV JB w/MH RETAIN HW 36" RCP-III 15"15" RCP-IV 18" RCP-III CB-E RETAIN CB-F 15" 15" 15" 15" RCP-IV 48" RCP EXTEND COLLAR AND -L- STA 80+75 to 81+17 RT SEE RDWY STD. 240.01 BERM DITCH REMOVE REMOVE 8" HDPE REMOVE 40’ +/- SEE DETAIL SLV1 SPECIAL LATERAL V DITCH RETAIN EXTEND 36" RCP AND & 4’+/- EX. REMOVE HW CB-F CB-F REMOVE & 11’+/- EX. 36" RCP REMOVE HW CB-F CB-F EX. 36" RCP REMOVE 23’+/-RCP-III36"CB-F CB-F 2:12:1D ( Not to Scale) STANDARD TAIL BASE DITCH B d FROM -L- STA. 88+35 (83’ LT) TO 88+43 (125’ LT) DETAIL TB1 B= 2 Ft. Max. d= 1 Ft. Min. D= 1 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class B Rip-Rap Geotextile CB -F CB -F D IRCP-IV 15" 15" CB -FRCP-III36" 15 " RCP -IV 15" RCP - IV 1 8 " RCP -IV RCP-III 15" REMOVE TO EX . CUT GRADE BERM TO EX . CUT GRADE BERM HW REMOVE CB-G RCP-IV 15"RETAI N( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 83+33 (73’ LT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 6 Tons of Class I Rip-Rap d= 2 Ft. Length= 15 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed 12" EST. 7.4 CY FLOWABLE FILL EST . 4 .2 CY FLOWABLE F ILL EST 166 SY GEOTEXTILE EST 56 TONS CL B RIP RAP EST 127 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST 164 SY GEOTEXTILE EST 56 TONS CL B RIP RAP EST 261 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST 168 SY COIR FIBER EST 1053 CY DDE SEE DETAIL LV1 LATERAL V DITCH EST 44 SY GEOTEXTILE EST 15 TONS CL B RIP RAP EST 6 CY DDE SEE DETAIL TB1 TAIL BASE DITCH HW TTTTTTTTTTDISTRIBUTION SITE TELEPHONE DO NOT DISTURB CACAAREA EC AREA EC AREA EC F F F F F F F F F F F C F C C C F F F F F C F F F CC C CC C F F C C F C F F F C C C C SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 3 SITE 4 SITE 5 SURFACE WATER PERM IMPACTS TO FILL IN WETLANDS SURFACE WATER TEMP IMPACTS TO SITE 5A DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 32A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS10.dgn4:35:53 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2,000 2,010 2,020 2,030 2,040 2,050 2,060 2,070 2,000 2,010 2,020 2,030 2,040 2,050 2,060 2,070 11 12 1310 1,980 1,990 2,000 2,010 2,020 10 11 12 13 14 15 1,960 1,970 1,980 1,990 2,000 2,010 1,960 1,970 1,980 1,990 2,000 2,010 10 11 12 13 10 11 12 13 14 15 1,940 1,950 1,960 1,970 1,980 1,990 1,940 1,950 1,960 1,970 1,980 1,990 1,970 1,970 1,980 1,990 2,000 2,010 2,020 SHEET 10 OF 45 PERMIT DRAWING -Y4- PI = 12+60.00 EL = 2,030.30’ (-)10.5000%PI = 13+20.00 EL = 2,024.00’ (+)2.4261% (+)2.9929% EL. 2,049.75’ -Y4- STA. 11+25.00 BEGIN GRADE EL. 2,024.96’ -L- STA. 58+50.00 (34.75’ LT) -Y4- STA. 13+59.57 END GRADE VC = 60’ K = 10 VC = 60’ K = 5 V = STOP V = STOP V = 30 mph EL. 2026.00’ -L- STA. 58+50.00 -Y4- STA. 13+94.32 PI = 11+85.00 EL = 2,042.64’ (-)11.8 5 0 0 %(-)16.4533 %VC = 90’ K = 20 SEE SHEET 7 FOR DESIGN -Y5- EL. 2,016.07’ -L- STA. 62+90.54 -Y5- STA. 10+00.00 EL. 2,017.11’ -L- STA. 62+90.54 (34.75’ RT) -Y5- STA. 10+34.75 BEGIN GRADE EL. 2,001.37’ -Y5- STA. 14+75.00 END GRADE V = 25 mph EL. 2,017.47’ -L- STA. 62+90.54 (46.75’ LT) -Y5- STA. 10+46.75 (RT. TURN TAPER)(+)3.0000% V = STOP SEE SHEET 7 FOR DESIGN (+)2.9928%(-)1.0593% PI = 11+10.00 EL = 2,016.80’ VC = 80’ K = 16 PI = 13+75.00 EL = 2,000.70’(-)6.0755% (+)0.6700% VC = 180’ K = 27 24" RCP-IV(-) 5 .0 0% (- ) 3 .58% (- ) 3 .58%El. 2,008.06-Y5- STA. 11+25 RT(+) 6.82% (-) 2.54%(-) 4 .06% (-) 2.21% EL. 2,008.15 -Y5- STA. 10+75 LT LATERAL V DITCH BEGIN SPECIAL EL. 2,010.56-Y5- STA. 10+75 RTLATERAL V DITCHBEGIN SPECIAL El. 2,000.31 -Y5- STA. 13+25 LT El. 1,996.80-Y5- STA. 14+63 LTEl. 2,005.38-Y5- STA. 12+00 RTBEGIN SPECIAL CUT V DITCHEND SPECIAL LETERAL V DITCHEl. 2,005.39 -Y5- STA. 12+00 LT BEGIN SPECIAL CUT V DITCH END SPECIAL LATERAL V DITCH 2,000.91-Y5- STA. 13+25 RTEND SPECIAL CUT V DITCHEL. 2,001.03-Y5- STA. 15+25 LTEND SPECIAL CUT V DITCHEL. 1,996.50-Y5- STA. 14+62 (24’RT)BEGIN TAIL BASE DITCHEL. 1,996.50-Y5- STA. 14+70 (95.2’RT)END TAIL BASE DITCH(-) 0.00% 18" RCP-IV DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 2004.4 = 15.6 = 500+ = 25 = 2.9 = 2001.8 = 3.5 = 2001.9 = 0.8 -Y5- Sta. 13+25 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 2000.3 = 16 = 10+ = 25 = 17 = 2000.5 = 21 = 2001.4 = 8 -Y5- Sta. 14+63 -Y6- EL. 1,997.70’ -Y6- STA. 10+75.00 BEGIN GRADE EL. 1,991.98’ -L- STA. 70+50.00 (37.50’ LT) -Y6- STA. 13+04.91 END GRADE V = STOP EL. 1,992.73’ -L- STA. 70+50.00 -Y6- STA. 13+42.41 PI = 12+30.00 EL = 1,988.50’(-)5.9355% (+)4.6456% VC = 120’ K = 11 (+)2.0001% SEE SHEET 8 FOR DESIGN -Y7- EL. 1,979.30’ -Y7- STA. 11+75.00 BEGIN GRADE EL. 1,970.92’ -L- STA. 76+05.61 (37.50’ LT) -Y7- STA. 14+96.86 END GRADE EL. 1,970.13’ -L- STA. 76+06.94 -Y7- STA. 15+34.38 V = STOP SEE SHEET 9 FOR DESIGN PI = 13+10.00 EL = 1,965.10’ (-)10.5185%VC = 130’ K = 10 (+)3.1146% (-)2.1055% 48" RCP EXISTING DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1967.7 = 206 = 500+ = 25 = 91 = 1961.4 = 145 = 1963.8 = 85 -Y7- Sta. 13+90 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 24A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS11.dgn4:36:20 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 65 66 67 68 69 70 71 72 73 74 75 76 77 2,020 1,950 1,960 1,970 1,980 1,990 2,000 2,010 2,030 1,950 1,960 1,970 1,980 1,990 2,000 77 78 79 80 81 82 83 84 85 86 87 88 89 90 1,920 1,930 1,940 1,950 1,960 1,970 1,980 1,990 2,000 2,010 1,920 1,930 1,940 1,950 1,960 1,970 1,980 1,990 2,000 2,010 SHEET 11 OF 45 PERMIT DRAWING (-)3 .0760% V = 60 mph -L- EL. 1,992.73’ -Y6- STA. 13+42.41 -L- STA. 70+50.00 SEE SHEET 8 FOR DESIGN EL. 1,985.25’ -L- STA. 73+07.21 (37.32’ RT) NAIL IN BASE OF BILLBOARD POST BM #6 PI = 73+50.00 EL = 1,983.50’ (-)2.4000% VC = 100’ K = 148 (+) 2.19%(-) 5. 0 0%(-) 5.33% (-) 3 .00%EL. 1,991.47EL. 1,992.61EL. 1,983.50(-) 3 .15% EL. 2,005.62 -L- STA. 65+40 LT BACK OF CURB V DITCH END SPECIAL LATERAL -L- STA. 69+27 RT-L- STA. 69+79 RTEL. 2,000.32-L- STA. 67+50 RTLATERAL V DITCHBEGIN SPECIAL -L- STA. 71+50 RTEL. 1,980.50-L- STA. 72+50 RTLATERAL V DITCHEND SPECIAL EL. 2008.48 -L- STA. 64+50 LT BEGIN SPECIAL LATERAL BACK OF CURB V DITCH END SPECIAL LATERAL V DITCH -L- EL. 1,970.13’ -Y7- STA. 15+34.38 -L- STA. 79+06.94 V = >80 mph SEE SHEET 9 FOR DESIGN EL. 1,959.43’ -L- STA. 82+98.82 (48.05’ RT) CHISELED ’X’ ON CONC HEADWALL BM #7 PI = 80+00.00 EL = 1,967.90’ (-)2.4000% VC = 100’ K = 401 PI = 87+30.00 EL = 1,952.20’ (-)2.1507% (-)2.3341% VC = 100’ K = 545 V = >80 mph (- ) 3 .45% (+) 0.74%EL. 1,963.63(-) 3 .25% (-) 2.70% EL. 1,946.92 -L- STA. 88+14 RT BEGIN LATERAL V DITCHEL. 1,969.67-L- STA. 77+25 RTBEGIN LATERAL 2’ BASE DITCHEL. 1960.51-L- STA. 81+50 RTBEGIN LATERAL 2’ BASE DITCHEL. 1955.64-L- STA. 83+00 RTEND LATERAL 2’ BASE DITCHEL. 1,964.55-L- STA. 80+25 RTEND SPECIAL LATERAL V DITCH-L- STA. 79+00 RTBEGIN SPECIAL LATERAL V DITCHEND LATERAL 2’ BASE DITCH(-) 8.33% EL. 1,939.73 -L- STA. 88+35 (83’LT) BEGIN TAIL BASE DITCH EL. 1,936.19 -L- STA. 88+43 (125’LT) END TAIL BASE DITCH SHEET 12 OF 45 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_xpl_PERMIT.dgn4:14:39 PMPROJ. REFERENCE NO.SHEET NO.0 6/23/161940 1940 1950 1950 1960 1960 1970 1970 1980 1980 88+50.00 1950 1950 1960 1960 1970 1970 1980 1980 89+00.00 1940 1940 1950 1950 1960 1960 1970 1970 89+50.00 1940 1940 1950 1950 1960 1960 1970 1970 90+00.00 X-33A-0011C -L- 5 10 1948.66 EP EPEPETETET 0.020 0.020 3:1 4:11948.531950.111949.181949.611945.95 2:1 2:11947.65 EPEP EP ETET ETET 0.020 0.0202:1 4:11947.361948.941948.021948.45DRIVEWAY 88+82 2%8% 1944.60 2:1 2:11945.40 EPEP EPEP ET ETET 0.020 0.020 1.50:1 4:11946.201947.781946.851947.281943.252:12:1 1944.58 EPEP EPEP ETET ETET 0.020 0.020 1.50:1 4:11945.031946.611945.681946.111941.902:12:1 15" CMP 60" RCP 12" HDPE 12" CMP 36" CMP12" HDPE15" CMPWOODSSCRUB SCRUB SCRUB WOODSSCRUB SCRUB SCRUB SCRUB WOODS WOODS WOODS WOODS GRAVEL SOILSOIL GRAVEL5’ C/LBSTMTL MTL MTL MTLGR RIP RAP GRAVEL BST BSTBST BST GRAVELBSTSCRUB SCRUB JAMES F COLEMAN RUFUS DONALDSON SHERRY JESSUP TOMAS FIGUEROA CLAY COUNTY, NC LP 8" PVC 8" PVC8" PVC R/W MON.8" PVC 8" PVC CONC.50.00’50.00’EXISTING R/W EXISTING R/W 70.00’EXISTING R/W MILL CREEKHYATTCOLEMAN CREEKHHHHHHT12" HDPEBOX CULVERT DOUBLE BARREL CONC. 10’ X 6’MATHESON COVE RD20’ BSTSR 1116JULIA W. WHEELER SOUTHERN CONCRETE MATERIALS HYATT MILL CREEK NC 69 28’ BST NC 69 28’ BST 36 39 38 40 41 42 43 124 JAMES F COLEMAN 39 BILLBOARD CATHY FAISON LEWIS M FAISON & TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SEE SHEET NO. 9MATCH LINE -L- STA. 90+00SEE SHEET NO. 11MATCH LINE -L- STA. 103+50REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh10_NOcontours.dgn4:36:00 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 13 OF 45 PERMIT DRAWING 95 100 90 10 15 NATIONAL REGISTER OF HISTORIC PLACES PARCEL 39 DETERMINED ELIGIBLE FOR LISTING ON NAD 83 NA 2011 -Y8- POC 11+75.00 BEGIN CONSTRUCTION SEE SHEET ? FOR -Y8- INTERSECTION DETAIL SEE SHEET 33 FOR -Y8- PROFILE SEE SHEET 25 FOR -L- PROFILE NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS 1 5 " 1 5 " CB-G CB-G CB-G CB-G 15" RCP-IV 15" RCP-IV 15" RCP-III 15" RCP-IV 2GI SEE DETAIL TP1 TOE PROTECTION 36" RCP-III 15"2GI HW HW REMOVE 15" REMOVE ( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. FROM -L- STA. 102+60 TO 104+08 LT DETAIL LB2 b= 2.0 Ft. B= 3.0 Ft. Min. D= 3.7 Ft. Ground Natural Slope Fill CB-F CB-F 15" RCP-IV REMOVE CB-F CB-F 15" RCP-IV CB-E WINGWALL CULVERT HW & RAISE & EXTEND REMOVE EX. WINGWALL15" RCP-IV 18" RCP-III CB-G CB-G CB-G DI 15" RCP-IV 15" CB-G 36" RCP-III CB-F REMOVECB-F CB-F CB-E 15" RCP-IV 15" RCP-IV RCP-IV 15" 15" RCP-IV 15" ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 95+02 TO 100+75 LT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 2.1 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE 48" RCP-IIICB-E 15" RCP-IV (NOT PART OF SYSTEM) 48" WELDED STEEL TRENCHLESS INSTALLATION 15" RCP-IV TBJB RCBC EXTENSION PROPOSED 2 @ 10’x7’ 15" RCP-III REMOVE EST 168 SY COIR FIBER EST 1053 CY DDE SEE DETAIL LV1 LATERAL V DITCH EST 693 SY GEOTEXTILE EST 327 TONS CL I RIP RAP EST 750 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST 493 CY DDE SEE DETAIL LB2 BASE DITCH LATERAL 3’ 36" RCP-III HW PIPE ARCH CORRUGATED STEEL 95" x 67" TTTEC AREA EC AREA F F F F F F F F C C F F FF C F F C F C F C F F F F F F F F C C C C C C C C C C FILL IN WETLANDS FILL IN WETLANDS SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 6 FILL IN WETLANDS SITE 7 SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 6 SITE 5A SITE 5B SITE 5 192019201921.01922.01922.01922.019 2 3.01923.01923.01923.01923.0192 4.0 1924.0 1924.01924.01924.01924.01924.01924.019251925 19251925 19251925 1926.01926.01926.01926.01926.01926.01926.01926.01926.01927.0 1927.0 1927.01927.01927.01927.01927.01927.01927.0 1927.01927.01928.01928.0 1928.01928.01928.01928.01928.01928.01928.01928.0 1928.01928.01928.01929.01929.0 1929.0 1929.01929.01929.0 1929.01929.01929.01929.0 1929.01929.01929.01929.01929.019301930 1930 193019301930 1930193019301930 1930 1930 1930193019301930 1931.01931.0 1931.0 1931.01931.01931.0 1931.01931.01931.01931.0 1931.019 3 1. 0 1931.01931.01931.01931.01932.01932.01932.0 1932.01932.01932.0 1932.01932.01932.01932.01932.01932.01932.01932.0 1932.0 1932.01932.01933.01933.01933.0 1933.0 1933.01933.01933.01933.01933.01933.01933.01933.01933.01933.01933.01934.01934.0 1934.0 1934.0 1934.01934.01934.0 1934.01934.01934.01934.01 9 3 4. 01934.019351935 1935 1935 19351935 1935 1935193519351935193519351935193519351936.01936.0 1936.0 1936.0 1936.01936.01936.01936.0 1936.01936.01936.01936.0193 6.0 1 93 6. 0 1936.01936.01936.01937.01937.0 1937.0 1937.01937.01937.0 1937.01937.01937.0 1937.0 1937.01937.0 1937.01938.01938.0 1938.01938.01938.01938.01938.01938.01938.01938.01938.0 1938.01938.01939.01939.0 1939.01939.01939.01939.01939.01939.01939.01939.01940 19401940194019 4 0 194019 4 019401940 1940 19401941.01941.01941.0 1941.01941.01941.01941.01941.01941.01941.0 1941.01941.01942.0 1942.01942.01942.01942.01942.01942.01942.01942.0 1942.01943.0 1943.01943.01943.01943.01943.0 1943.01943.01943.0 1943.01943.01944.01944.01944.01944.0 1944.01944.01944.0 1944.01944.01945194519451945194519451945 1945 1946.01946.01946.01946.01946.01946.01946.0 1946.01946.01947.01947.01947.01947.01947.01947.01947.0 1947.01947.0 1948.01948.01948.01948.01948.01948.01948.0 1948.0 1948.0 1949.01949.01949.019 4 9.0 1949.01949.0 1949.01949.0195019501950195019501950 195019501951.01951.01951.019 51.01951.01951.01951.0 1951.0 1952.01952.0195 2. 0 1952 .0 19 5 2. 0 1952.019 52.01952.0 1952.01953.01953.01953. 0 1953.019 5 3.0 1953.01953 .0 1953.01954.01954.01 9 5 4. 0 1954.01954.01954.019 5 4.0 1954.01955195 5 1955195519551955 1955195519551956.01 9 5 6.01956.01956.01956.0 19 5 6.01956.01956.01957.01957.01957.0 19 5 7. 0 1957.01957.0 1957.01957.01957.01958.01958.01958.019 58.0 1958.01958.019 5 8. 0 1958.01958.01958.01959.01959.01959.01959.0 1959.01 95 9.0195 9. 01959.01959.019601960196019601960 196019601960 1960196019601961.01961.01961.019 61.01961.01961.0 1961.01961.01961.01962.01962.01962.01962.0196 2.01962.0 1962.01962.01962.0 1962.01963.01963.01963.01963.01963.01963.0 1963.01963.0196 3.01963.01963.01964.0 1964.01964.019 64.019 64.0 1964.01964.01964.01964.01965196519651965 19 6 5 1965196519651966.01966.01966.01966.0 1966.0 1966.01966.01966.0 1967.0 1967.01967.01967.0 1967.01967.01967.01968.01968.0 1968.01968.01968.01968.01968.01969.01969.0 1969.01969.01969.01969.019 6 9.0 1969.0197019701970 19 7 0 1970197019701 9 7 0 1971.01971.01971.01971.019 7 1.01971.01972.01 9 7 2. 0 1972.01972 .0 1973.01973.01973.0 1973.01973.0 1974.01974.01974.0 1974.0 1974.019751975 1975 19751976.01976.01976.0 19 7 6.01977.01977.01977.01978.01978.01978.01979.01979.01979.01980198019801981.01981.01981.0 1981.01982.0 1982.01982.01982.01982.01983.01983 .0 1983.0 1984.01984.01984.0198519851986.01986.01987.01987.01988.01988.01989.019901991.01992.01993.01994.019951996.01997.01 9 9 8. 0 15" CMP 60" RCP 12" HDPE 12" CMP 36" CMP12" HDPE15" CMPWOODSSCRUB SCRUB SCRUB WOODSSCRUB SCRUB SCRUB SCRUB WOODS WOODS WOODS WOODS GRAVEL SOILSOIL GRAVELCPM TLSHED WD BARN POLE SHED WD SWT SHED WD SHED WD SHED WD 4’ WW5’ BFCC DH CP 4’ WW5’ C/LCC 5’ BFBST4S BW WW WW MTL MTL MTL MTL 5S BW 5S BWSILT FENCEGRRIP RAP STA.SS PUMPGRAVEL BST BSTBST BST 5S BW GRAVELBSTSCRUB CONC. WALL CONC. WALL SCRUB JAMES F COLEMAN RUFUS DONALDSON SHERRY JESSUP TOMAS FIGUEROA CLAY COUNTY, NC LP EIP EIP EIP EIP EIP EIP EIP EIP NAIL NAIL NAIL NAIL EIP EIP EIP 8" PVC 8" PVC8" PVC R/W MON.8" PVC 8" PVC WWWWWWCONC.2 BWD 50.00’50.00’EXISTING R/W EXISTING R/W 70.00’EXISTING R/W SHED MILL CREEKHYATTCOLEMAN CREEK5 ’ BOARD72" CH LKCUL1CUL4 CUL2CUL3 CE1 HW1 CUL8CUL5 CUL6CUL7 CE2 HW2HH HHHHT12" HDPEF/O SPLICE BOXBOX CULVERT DOUBLE BARREL CONC. 10’ X 6’MATHESON COVE RD20’ BSTSR 1116JULIA W. WHEELER SOUTHERN CONCRETE MATERIALS F/O SPLICE BOX HYATT MILL CREEK NC 69 28’ BST NC 69 28’ BST 36 39 38 40 41 42 43 124 WD BARN POLE BARN BATCH PLANT "CLAY HM 14" NCGS MON. JAMES F COLEMAN 39 BILLBOARD CATHY FAISON LEWIS M FAISON & F/O SPLICE BOX TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SEE SHEET NO. 9MATCH LINE -L- STA. 90+00SEE SHEET NO. 11MATCH LINE -L- STA. 103+50REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh10_wContours.dgn4:36:10 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 14 OF 45 PERMIT DRAWING 95 100 90 10 15 NATIONAL REGISTER OF HISTORIC PLACES PARCEL 39 DETERMINED ELIGIBLE FOR LISTING ON NAD 83 NA 2011 -Y8- POC 11+75.00 BEGIN CONSTRUCTION SEE SHEET ? FOR -Y8- INTERSECTION DETAIL SEE SHEET 33 FOR -Y8- PROFILE SEE SHEET 25 FOR -L- PROFILE NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS 1 5 " 1 5 " CB-G CB-G CB-G CB-G 15" RCP-IV 15" RCP-IV 15" RCP-III 15" RCP-IV 2GI SEE DETAIL TP1 TOE PROTECTION 36" RCP-III 15"2GI HW HW REMOVE 15" REMOVE ( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. FROM -L- STA. 102+60 TO 104+08 LT DETAIL LB2 b= 2.0 Ft. B= 3.0 Ft. Min. D= 3.7 Ft. Ground Natural Slope Fill CB-F CB-F 15" RCP-IV REMOVE CB-F CB-F 15" RCP-IV CB-E WINGWALL CULVERT HW & RAISE & EXTEND REMOVE EX. WINGWALL15" RCP-IV 18" RCP-III CB-G CB-G CB-G DI 15" RCP-IV 15" CB-G 36" RCP-III CB-F REMOVECB-F CB-F CB-E 15" RCP-IV 15" RCP-IV RCP-IV 15" 15" RCP-IV 15" ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 95+02 TO 100+75 LT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 2.1 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE 48" RCP-IIICB-E 15" RCP-IV (NOT PART OF SYSTEM) 48" WELDED STEEL TRENCHLESS INSTALLATION 15" RCP-IV TBJB RCBC EXTENSION PROPOSED 2 @ 10’x7’ 15" RCP-III REMOVE EST 168 SY COIR FIBER EST 1053 CY DDE SEE DETAIL LV1 LATERAL V DITCH EST 693 SY GEOTEXTILE EST 327 TONS CL I RIP RAP EST 750 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST 493 CY DDE SEE DETAIL LB2 BASE DITCH LATERAL 3’ 36" RCP-III HW PIPE ARCH CORRUGATED STEEL 95" x 67" TTTEC AREA EC AREA F F F F F F F F C C F F FF C F F C F C F C F F F F F F F F C C C C C C C C C C FILL IN WETLANDS FILL IN WETLANDS SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 6 FILL IN WETLANDS SITE 7 SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 6 SITE 5A SITE 5B SITE 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 25A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS15.dgn4:36:46 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 104 105 106 107 108 109 110 111 112 113 114 115 116 2,020 1,930 1,940 1,950 1,960 1,970 1,980 1,990 2,000 2,010 2,020 1,930 1,940 1,950 1,960 1,970 1,980 1,990 2,000 2,010 90 91 92 93 94 95 96 97 98 99 100 101 102 103 1,920 1,930 1,940 1,950 1,960 1,970 1,980 1,990 2,000 2,010 1,920 1,930 1,940 1,950 1,960 1,970 SHEET 15 OF 45 PERMIT DRAWING V = 60 mph V = 50 mph -L- EL. 1,961.73’ -Y8- STA. 15+22.38 -L- STA. 102+03.94 90 SKEW -L- STA. 95+07 PROP. EXTENSION (LT.) 2 @ 10’ x 6’ RCBC EXISTING O SEE SHEET 10 FOR DESIGN EL. 1,935.65’ -L- STA. 92+17.71 (36.64’ LT) CHISELED ’X’ ON CONC HEADWALL BM #8 EL. 1,960.73’ -L- STA. 101+82.10 (2.23’ RT) PAINTED BOLT ON FIRE HYDRANT BM #9 PI = 96+40.00 EL = 1,930.96’ (-)2.3341% VC = 760’ K = 97 PI = 102+30.00 EL = 1,963.60’ (+)5.5322% (+)3.8602% VC = 300’ K = 179 (-) 2.70% EL. 1,937.86 -L- STA. 91+50 RT END LATERAL V DITCH (+) 3.28% (+) 6.86% EL. 1,930.33 (+) 0.98% EL. 1,922.19 -L- STA. 95+02 LT BEGIN LATERAL 2’ BASE DITCH EL. 1,952.61-L- STA. 100+75 LTEND LATERAL 2’ BASE DITCHEL. 1,962.59 -L- STA. 102+60 LT BEGIN LATERAL 3’ BASE DITCH -L- STA. 97+50 LT 48" RCP DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 650 = 50 = 1929.4 = 800 = 100 = 1929.7 = 2125 = 500+ = 1938.8 V = 75 mph -L- EL. 1,997.22’ -Y10- STA. 10+00.00 -L- STA. 112+91.61 EL. 1,981.24’ -Y9- STA. 10+00.00 -L- STA. 106+93.17 SEE SHEET 11 FOR DESIGN EL. 2,000.44’ -L- STA. 115+76.73 (54.85’ RT) PAINTED BOLT ON BASE OF SIGN BM #10 PI = 111+60.00 EL = 1,999.50’ (+)3.8602% (+)0.5614% VC = 1,200’ K = 364 (+) 0.98% (+) 4.46%EL. 1,964.04-L- STA. 104+08 LTEND LATERAL 3’ BASE DITCHEL. 2,002.00-L- STA. 114+65 (91’RT)BEGIN HEAD DITCHEL. 1,999.35-L- STA. 115+38 (58.2’RT)END HEAD DITCHEL. 1,975.70-L- STA. 107+16 RTBEGIN SPECIAL LATERAL V DITCHEL. 1,988.38-L- STA. 110+00 RTEND SPECIAL LATERAL V DITCH@ 83 .5 ’(-) 3 .17% SHEET 16 OF 45 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_xpl_PERMIT.dgn4:14:14 PMPROJ. REFERENCE NO.SHEET NO.0 6/23/161940 1940 1950 1950 1960 1960 1970 1970 90+50.00 1940 1940 1950 1950 1960 1960 91+00.00 1930 1930 1940 1940 1950 1950 1960 1960 91+50.00 1930 1930 1940 1940 1950 1950 92+00.00 1940 1940 1950 1950 92+50.00 X-34A-0011C -L- 5 10 1943.01 EPEP EPEP ETET ETET 0.020 0.020 1.50:1 4:11943.861945.441944.521944.951940.552:12:1 1940.91 EPEP EP ETET ET 0.020 0.020 1.50:1 4:11942.691944.271943.351943.781939.21 2:1 2:11939.03 EPEP EPEP ETET ETET 0.020 0.020 1.50:1 4:11941.531943.111942.181942.611937.862:12:1 1939.10 EPEP EP ETET ET 0.020 0.020 2:1 4:11940.361941.941941.011941.447% DRIVEWAY 91+80 1938.92 EPEP EP ETET ETET 0.020 0.020 2:1 2:11939.191940.771939.851940.28 SHEET 17 OF 45 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_xpl_PERMIT.dgn4:13:40 PMPROJ. REFERENCE NO.SHEET NO.0 6/23/161930 1930 1940 1940 1950 1950 93+00.00 1930 1930 1940 1940 1950 1950 93+50.00 1930 1930 1940 1940 1950 1950 94+00.00 1930 1930 1940 1940 1950 1950 94+50.00 1930 1930 1940 1940 1950 1950 95+00.00 X-35A-0011C -L- 5 10 1937.12 EPEP EPEP ETET ETET 0.020 0.020 2:1 2:11938.111939.691938.761939.191935.65 EPEP EPEP ET ETET 0.020 0.020 2:1 2:11937.281938.861937.931938.36DRIVEWAY 93+50 10%3% 1934.37 EPEP EPETETETET 0.020 0.020 2:1 2:11936.711938.291937.361937.791933.20 EPEP EPEP ETET ETET 0.020 0.020 2:1 2:11936.391937.971937.051937.481926.41 EPEP EPEP ETET ETET 0.020 0.020 2:1 2:11936.341937.921936.991937.42HEADWALL CULVERT RAISE PURPOSES ONLY. LOCATION FOR INFORMATIONAL CULVERT SHOWN IN APPROX. SHEET 18 OF 45 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_xpl_PERMIT.dgn4:12:38 PMPROJ. REFERENCE NO.SHEET NO.0 6/23/161920 1920 1930 1930 1940 1940 1950 1950 95+50.00 1930 1930 1940 1940 1950 1950 96+00.00 1930 1930 1940 1940 1950 1950 96+50.00 1930 1930 1940 1940 1950 1950 97+00.00 X-36A-0011C -L- 5 10 1932.91 EPEP EPEP ETET ETET 0.020 0.020 2:1 2:11936.541938.121937.201937.631923.77 2:12:11933.58 EPEP EPEP ETET ETET 0.020 0.020 2:1 2:11937.011938.591937.661938.091925.41 2:12:11934.91 EPEP EPEP ET ET 0.020 0.020 2:1 3:11937.731939.311938.431938.811927.05 2:12:11935.40 EP EP ET ETET 0.0200.020 2:1 3:11938.711940.291939.531939.791928.69 2:12:1 -150 -100 -50 0 50 150 1945 1935 1925 1915 OF BANK LEFT TOP OF BANK RIGHT TOP OF BANK RIGHT TOP OF BANK LEFT TOP BURY INVERT 1’ 2:1(NORMAL)2:1 EXISTING STREAM BED PROP. SLOPE =1.13% SLOPE=1.61% INVERT EL.=1923.24 EX. CULVERT C L BEGIN 48" WELDED STEEL 48" RCP-III SKEW 90 G.P. EL. = 1937.22 SUPPLEMENT W/ 1@48" WELDED STEEL APPROX. 72’ UPSTREAM (BURIED 1’) W/ TOP BEVEL; EXTEND EX. 2@ 10’X6’ RCBC W/ 2@ 10’X7’ RCBC C STA. -L- 94+91 (AT UPSTREAM FACE)L BEVELED HW (AT US FACE OF EX. CULVERT) NWS EL.=1924.4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_CSR_Hyatt Mill Creek.dgn4:53:38 PM8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED A-0011C SHEET 19 OF 45 PERMIT DRAWING 100 RAISE ENDWALL EXTEND AND STREAM BED EXISTING CREEK HYATT MILL 9/13 INLET AND OUTLET SILLS AT (NOT TO SCALE) PLAN VIEW SILL AND FLOOD PLAIN BENCH LOW FLOW CHANNEL,SILLS MULTI- BARREL CULVERT GEWLA HT GEWLAHT ENGINEER. 5) NUMBER OF SILL/BAFFLES DETERMINED BY THE ABOVE BANK FULL. 4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES FLOW CHANNEL OF STREAM. (THALWEG) MATCH STREAM BED ELEVATION IN LOW 3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD SEPARATELY AND ATTACHED BY DOWELS. 2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST PERMIT CONDITIONS. THE ENGINEER AND MAY BE SUBJECT TO MATERIAL IS SUBJECT TO APPROVAL BY FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE ON TOP TO FILL VOIDS AND PROVIDE A BARREL(S), NATIVE MATERIAL SHOULD BE PLACED USED TO LINE THE HIGH FLOW CULVERT FLOW CULVERT BARREL(S). IF RIP-RAP IS THE NATIVE BED MATERIAL IN THE HIGH BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT BE USED TO LINE THE LOW FLOW CULVERT EXCAVATED FROM THE STREAM BED MAY CONSTRUCTION. ONLY MATERIAL THAT IS FLOODPLAIN AT THE PROJECT SITE DURING EXCAVATED FROM THE THE STREAM OR MATERIAL CONSISTS OF MATERIAL THAT IS CONTINUOUS LOW FLOW CHANNEL. NATIVE IN THE CULVERT SHALL PROVIDE A 1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES *NOTES: 10’ 1.0’ 10’ X 6’ RCBC EXISTING 2 @ SILL 10’ BENCH FLOODPLAIN BAFFLE BENCH FLOODPLAIN 1’ 1’ 48" RCP TO EXISTING CULVERT FILL TO SILL HEIGHT FEATHERED BACK FILL WITH NATIVE MATERIAL ON 35 FT CENTERS FROM DOWNSTREAM SILL NUMBER OF BAFFLES=2 1.0’ 7’ DETAIL SB1 1.0’ 48" 15 " H D P E 12" H DPE 48" RCP15" H D PE12" H D PE18" RCP15" CMP 18" RCP15" CMP 12" CMP10" HDP E 18" RCP10" CMP 15" CMP WOODS WOODS SCRUB SCRUB WOODS WOODS SCRUB SCRUB WOODS WOODS WOODS SCRUB SCRUB SCRUB BST17’ B STB ST BST BST BST GR CONC.BST 4’ S R/P 4’ S R/PGRAVEL GRAVELGRAVELSOILGRAVEL8’ WD4’ S R BST6’ C/L 3S BWSHED 4’ C/L 5’ C/L BST BST GRAVEL GRAVEL4’ 3 SW MTL MTL SHED WD DAVID WALLACE GERALD YATES TRACY HOGSED RODNEY HAL BURCH JIMMY ANDERSON JIMMY ANDERSON HAYESVILLE HOME FURNISHINGS INC 4’ WD EIP EIPEIPEIP EIP EIP EIP EIP EIP PK EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 8" DIP 8" DIP 8" DIP8" DIP 8" DIP BST CONC . SW 45.00’EXISTING R/W EXISTING R/W W O O DS6’ C/L 3S BW5’ C/LBST 120.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W SCRUB50.00’60.00’60" CH LKHHHHT MTL 4" HDPE4" HDPELOUISE TUCKER EIP COUNTY LLC BJEJ OF CLAY SR 1119 R O SS RD GPS-106 BM#11 NC 69 28’ BST NC 69 28’ BST SIGN SIGN SIGN 45 52 53 54 55 56 57 58 59 60 PROPERTIES LLCLB & MB BIL LBOARDBILLBOARDS MURPHY MEDICAL CENTER INC. WELL SOLITUDE, LTD TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS INSEE SHEET NO. 11MATCH LINE -L- STA. 116+80SEE SHEET NO. 13MATCH LINE -L- STA. 129+50REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 12A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh12_NOcontours.dgn4:36:28 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 20 OF 45 PERMIT DRAWING 12510 15120 NAD 83 NA 2011 -Y11- POC 13+00.00 BEG CONSTRUCTION 50’ TYP. NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SEE SHEET 34 FOR -Y11- PROFILE SEE SHEET 26 FOR -L- PROFILE+70.4315" RCP-III RETAIN 48" RCP-IV HW 48" RCP-IVCB-GCB-G15" RCP-III 15" RCP-III CB-FCB-F CB-E 2GI BDO BDO BDO 2GI CB-GCB-G 2GI 15" CB-E 18" SEE DETAIL TP1 TOE PROTECTION CB-E CB-E RCP-III 18" 15"15"CB-G CB-G CB-G -Y11- STA 14+00 to 15+75 LT -Y11- STA 13+25 to 14+00 LT SEE RDWY STD. 240.01 BERM DITCH -L- STA 128+25 to 129+75 LT -L- STA 127+75 to 128+25 LT -L- STA 126+75 to 127+75 LT -L- STA 126+50 to 126+75 LT SEE RDWY STD. 240.01 BERM DITCH NOTE 1: (SEE NOTE 1) BERM DITCH (SEE NOTE 1) BERM DITCH 15" CMP 40’ +/- REMOVE REMOVE REMOVE REMOVE REMOVE CB-G RETAIN RETAIN RETAIN REMOVE 18" RCP-III 18" ELBOWS w/ 15" SEE DETAIL TP1 TOE PROTECTION 15" ELBOWS w/ 15" REMOVE CB-G 18" CSP18" RCP-III CB-G REMOVE CB-G CB-E 15" RCP-III CB-G REMOVE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 117+75 TO 118+36 LT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.3 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE REMOVE 1 8" RCP-I V 15" RCP-IV 15" RCP-IV 15" RCP-IV 18" RCP- I V 15" RCP-IV 18" 15"CB-FRCP-III 1 8 " EST. 11 CYFLOWABLE FILL EST. 11 CY FILL FLOWABLE HEADWALL REMOVE CB-E 1 5 " RCP- III CB-E 15 "ELBOWS w/15" JB w/ Slab Lid JB w/ Slab Lid ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 117+60 (120’ RT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 14 Tons of Class I Rip-Rap d= 3 Ft. Length= 18 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST. 4.1 CY FLOWABLE FILL 4.9 CY FILL EST. FLOWABLE EST. 6.3 CYFLOWABLE FILL EST 64 SY GEOTEXTILE EST 21 TONS CL B RIP RAP EST 29 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH ( Not to Scale) TOE PROTECTION d FROM -L- STA. 118+40 TO 118+85 LT FROM -L- STA. 117+25 TO 117+58 RT Fill Slope2:1 or Flatter Gr ou n dNat ural DETAIL TP1 d= 1 Ft. Type of Liner= Class B Rip-Rap Geotextile 15" 18" RCP-III TT T T T CHORD CHORDCACA 102’ 80’ & +38 96.62’ +27 EC AREA AREA EC AREA EC AREA EC DISTURB WELL DO NOT F F F C C F F C F C C C F F F F F F F F C F F F F C C C C C FF C SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 8 SITE 8 19 5 2.0 1953.0 1954.019551956.019 5 6.0 1957.01958.019 5 9.0 1959.0 1959.019 5 9.0 1960 196019 6 0 19 6 0 19 6 0 1961.0 1961.01961.01961.01961.019 6 1.0 1962.0 1962.0 1962.0 1962.01962.01962.01962.01962.019 6 2.0 19 6 2.0 19 6 3.0 1963.0 1963.0 1963.0 1963.0 1963.019 6 3.0 1963.01963.01963.01963.01963.019 6 3.019 63.01964.01964.01964.01964.0 19 6 4.0 1964.01964.0 1964.019 6 4.0 196519651965 1965 1965196519 6 5 19651966.01966.0 1966.0 1966 .0 1966.01967.01967.0 1967.01967.0 1967.01967.01968.01968.01968.019 6 8 .0 1968.0 1968.01968.01969.01969.01969.01969.01969.0 1969.019 6 9.0 1969.01970197019701970 1970 1970 19701970197019 7 01971.01971.01971.0 1971.0 1971.0 19 7 1.01972.01972.01972.0 1972.0 19 7 2.0 1972.019 7 2.0 1973.01973.01973.0 1973.0 1973.0 1973.019 7 3.01973.01974.01974.01974.0 1974.0 1974.01974.0 1974.0197519751975 1975 19751975 19751976.01976.01976.01976.0 1976.01976.0 1976.01977.01977.019 7 7.0 1977.0 1977.01977.0 1977.01977.0 1978.01978.01978.01978.0 1978.01978.0 1978.01978.0 1979.01979.01979.0 1979.0 1979.01979.0 1979.01979.0198019801980 198019801980 1980198019801981.01981.01981.0 1981.01981.01981.01981.01981.01981.0 1982.01982.01982.01982.0 1982.01982.01982.01982.01982.01982.01983.01983.01983.01983.0 1983.01983.01983.01983.01983.01983.0 1984.01984.01984.01984.0 1984.01984.0 1984.0 1984.0 1984.01984.01984.0198519851985 19851985 1985 1985 1985 198519851985198 5 19851986.01986.01986.01986.0 1986.0 1986.0 1986.0 1986.01986.01986.01986.01986.01987.01987.01987.01987.0 1987.01987.0 1987.0 1987.01987.01987.01987.01988.01988.0 1988.01988.0 1988.01988.0 1988.0 1988.019 8 8. 0 1988.01988.0 1988.0 1989.01989.0 1989.01989.0 1989.0 1989.0 1989.0 1989.0198 9. 0 1989.019 8 9.0 1989.019901990 19901990 1990 19901990 1990 19901990 1990 199019 9 0 1991.0 1991.0 1991.01991.01991.0 1991.01991.01991.01991.0 1991.019 9 1. 0 1991.0 1991.01991.0 19 9 2.0 1992.0 1992.0 1992.0 1992.0 1992.01992.01992.0 1992.0 1992.01992 .0 1992.01992.01992.01992.019 9 2.0 1993.0 1993.0 1993.01993.01993.01993.0 1993.01993.01993.0 1993.01993.01993.01993.01993.01994.0 1994.01994.0 1994.0 199 4.01994.019 9 4.0 1994.01994.0 1994.01994.01994.01994.01994.01995 1995199 5 1995 1995 1995199519951995 199519951995199519951995 1996.0 1996.01996.0 1996.0 1996.0 1996.01996.01996.0 1996.01996.01996.019 9 6.0 1996.01996.0 1996.01997.0 1997.01997.01997.0 1997.0 1997.01997.019 97.0 1997.0 1997.01997.01997.019 97.0 1997.0 1997.01997.019 9 7.0 1998.0 1998.0 1998.0 1998.0 1998.0 1998.01998.01998.0 1998.01998.01998.019 9 8.0 1998.01998.01998.0 1998.0 1998.01998.019 9 8.0 1999.0 1999.0 1999.01999.0 1999.0 1999.0 1999.0 1999.0 1999.01999.01999.0 1999.01999.01999.01999.0 1999.01999.019 9 9.0 2000 2000 2000 2000 2000 2000 2000200020002000 2000 20002000 20002 0 0 0 2 0 0 0 20002 0 0 0 2001.0 2001.0 2001.02001.02001.0 2 0 0 1. 0 2001.02001.0 2001.0 2001.02001.02001.02001.02 0 0 1.02001.02001.02 0 0 1.0 2 0 0 1. 0 2001.0 2 0 0 1.02002.02002.02002.0 2002.02002.0 2002.0 2002.0 2002.0 2002 .0 2002.0 2002.0 2002.0 2002.02002.02002.0 2 0 0 2.0 2 0 0 2.0 2002.02 0 0 2.02003.02003.0 200 3.0 2003.0 2003.0 2003.0 2003 .02003.02003.02003.02003.0 2 0 0 3. 02003 .02004.020 04.0 2004.0 2004.0 2004.0 2004.0 2004.0 2004.02004.02 0 0 4.0 2004.02 0 0 4.0 2004.02004.02 0 0 4.0 20 0 5 2005 2005 2 0 0 5 2005 2005 2005 2005 200520052005200520052 0 0 5 2006.0 2006.0 2006.0 2006.02006.02006.0 2006.02006.02006.02006.0 2 0 0 6.0 2 0 0 6.0 2 0 0 6.0 2007.0 2007.0 2007.0 2007.02 0 0 7 .0 2007.0 2008.0 2008.0 2008.0 2008.02008.0 2009 .0 2009.0 2009.0 2009.02009.0 2010 2010 201020102010 2011.0 2011.0 2011.02011.02011.02012.0 2012.0 2012.02012.0 2013.0 2013.0 2013 .0 2013.0 2 0 13.0 2014.0 2014.0 2014.0 2014.02014.02 0 14.0 2015 2015 2015201520152015 2 0 16. 0 2016.0 2016.0 2016.0 2016.0 2016.0 2 0 17.0 2017.0 2017.0 2017.0 2017.0 2017.0 2 0 18. 0 2018.0 2018.0 2018.02018.0 2018.0 2 0 19. 0 2019.0 2019.0 2019.02019.0 2019.0 2 0 2 0 2020 2020 202020 20 2 0 2 1. 0 2021.0 2021.0 2021.0 2021.02022.02022.0 2022.0 2022.02022.02023.02023.0 2023.0 2023.02023.02024.02024.0 2024.0 2024.02024.0 2 0 2 5 2 0 2 5 2025 2025 2025 2 0 2 6.0 2026.0 2026.0 2026.0 2026.0 2 0 2 6.02027.02027.0 2027.0 2027.02027.0 2028.0 2028.0 2028.0 2028.02028.0 2029.0 2029.0 2029.0 2029.0 2029.0 2030 2030 2030 2030 2030 2031.0 2031.0 2031.0 2031.0 2031.0 2032.0 2032.0 2032.0 2032.0 2032.02033.02 0 3 3.0 2033.0 2033 .0 2033.02034.02034.0 2034.0 2034.0 2034.02035 20352035 2035 20352036.02036.0 2036.0 2036.0 2036.02037.02 0 3 7.0 2037.0 2037.02038.02038.0 2038.0 2038.02039.02 0 3 9.0 2039.02039.0 2040 2 040 2040 20402041.02041.02041.0 2041.020 4 2. 0 2042.0 2042.0 2042.02043.02043.0 2043.0 2043.02044.02044.0 2044.0 2044.02045 2045 2045 20452046.02046.02046.02047.02047.02047.02048.02048.02048.0 2 0 4 8.02049.020 49.02049.02050 2050 20502051.02051.0 2051.02052.02052.02052.0 2053.0 2053.0 2053.02053.02054.0 2054.0 2055 2055 2 056.0 2056.0 2057.0 2057.0 2 0 5 8. 0 2058.0 2059.02059.0 2060 2060 2061.0 2061.0 2062.0 2062.0 2063.0 2064.0 2065 2066.0 2067.0 2068.0 2069.0 2070 2071.0 2072.0 2073.0 2074.0 2075 2076.0 20 77.0 2 07 8.015 " H D P E 12" H DPE 48" RCP15" H D PE12" H D PE18" RCP15" CMP 18" RCP15" CMP 12" CMP10" HDP E 18" RCP10" CMP 15" CMP WOODS WOODS SCRUB SCRUB WOODS WOODS SCRUB SCRUB WOODS WOODS WOODS SCRUB SCRUB SCRUB BST17’ B STB ST BST BST BST GR CONC.BST 4’ S R/P 4’ S R/PGRAVEL GRAVELGRAVELSOILGRAVEL 1 S BR 8’ WD4’ S R BST6’ C/L 3S BWSHED MTL SHEDSHED SHED 4’ C/L 5’ C/L SHED BST BST GRAVEL GRAVEL4’ 3 SW MTL MTL SHED WD BARN WD DAVID WALLACE GERALD YATES TRACY HOGSED RODNEY HAL BURCH JIMMY ANDERSON JIMMY ANDERSON HAYESVILLE HOME FURNISHINGS INC 4’ WD 2 S F BUS 8" DIP 8" DIP 8" DIP8" DIP 8" DIP BST CONC . SW 45.00’EXISTING R/W EXISTING R/W W O O DS6’ C/L 3S BW5’ C/LBST 120.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W SCRUB 1S MTL BUS 1SF BUS 1 1/2S FD BUS1 S MTL 1 S BR D50.00’60.00’60" CH LK1 S MTL BUS HHHHF/O S P LI CE BOXT F/O SPLICE BOX MTL 4" HDPE4" HDPELOUISE TUCKER COUNTY LLC BJEJ OF CLAY SR 1119 R O SS RD GPS-106 BM#11 NC 69 28’ BST NC 69 28’ BST SIGN SIGN SIGN 45 52 53 54 55 56 57 58 59 60 PROPERTIES LLCLB & MB BIL LBOARDBILLBOARDS MURPHY MEDICAL CENTER INC. WELL SOLITUDE, LTD TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS INSEE SHEET NO. 11MATCH LINE -L- STA. 116+80SEE SHEET NO. 13MATCH LINE -L- STA. 129+50REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 12A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh12_wContours.dgn4:36:36 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 21 OF 45 12510 15120 NAD 83 NA 2011 -Y11- POC 13+00.00 BEG CONSTRUCTION 50’ TYP. NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SEE SHEET 34 FOR -Y11- PROFILE SEE SHEET 26 FOR -L- PROFILE+70.4315" RCP-III RETAIN 48" RCP-IV HW 48" RCP-IVCB-GCB-G15" RCP-III 15" RCP-III CB-FCB-F CB-E 2GI BDO BDO BDO 2GI CB-GCB-G 2GI 15" CB-E 18" SEE DETAIL TP1 TOE PROTECTION CB-E CB-E RCP-III 18" 15"15"CB-G CB-G CB-G -Y11- STA 14+00 to 15+75 LT -Y11- STA 13+25 to 14+00 LT SEE RDWY STD. 240.01 BERM DITCH -L- STA 128+25 to 129+75 LT -L- STA 127+75 to 128+25 LT -L- STA 126+75 to 127+75 LT -L- STA 126+50 to 126+75 LT SEE RDWY STD. 240.01 BERM DITCH NOTE 1: (SEE NOTE 1) BERM DITCH (SEE NOTE 1) BERM DITCH 15" CMP 40’ +/- REMOVE REMOVE REMOVE REMOVE REMOVE CB-G RETAIN RETAIN RETAIN REMOVE 18" RCP-III 18" ELBOWS w/ 15" SEE DETAIL TP1 TOE PROTECTION 15" ELBOWS w/ 15" REMOVE CB-G 18" CSP18" RCP-III CB-G REMOVE CB-G CB-E 15" RCP-III CB-G REMOVE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 117+75 TO 118+36 LT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.3 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE REMOVE 1 8" RCP-I V 15" RCP-IV 15" RCP-IV 15" RCP-IV 18" RCP- I V 15" RCP-IV 18" 15"CB-FRCP-III 1 8 " EST. 11 CYFLOWABLE FILL EST. 11 CY FILL FLOWABLE HEADWALL REMOVE CB-E 1 5 " RCP- III CB-E 15 "ELBOWS w/15" JB w/ Slab Lid JB w/ Slab Lid ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 117+60 (120’ RT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 14 Tons of Class I Rip-Rap d= 3 Ft. Length= 18 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST. 4.1 CY FLOWABLE FILL 4.9 CY FILL EST. FLOWABLE EST. 6.3 CYFLOWABLE FILL EST 64 SY GEOTEXTILE EST 21 TONS CL B RIP RAP EST 29 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH ( Not to Scale) TOE PROTECTION d FROM -L- STA. 118+40 TO 118+85 LT FROM -L- STA. 117+25 TO 117+58 RT Fill Slope2:1 or Flatter Gr ou n dNat ural DETAIL TP1 d= 1 Ft. Type of Liner= Class B Rip-Rap Geotextile 15" 18" RCP-III TT T T T CHORD CHORDCACA 102’ 80’ & +38 96.62’ +27 EC AREA AREA EC AREA EC AREA EC DISTURB WELL DO NOT F F F C C F F C F C C C F F F F F F F F C F F F F C C C C C FF C SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 8 SITE 8 INV=2002.80’ INV=1998.28’18" RCP36" CMP 36" RCP18" C MP 18" CMP12" CMP 15 " CM P 15" CMP 15" CM P24" CMP15" CMP 15" CMP 15" CMP 15" CMP 24" RCP 18" CMP WOODS WOODS WOODS WOODS WOODS WOODS WOODSWOODSWOODS CONC. DR NC 69 28’ BST GR DR GVL DR BST BST GRAVELTEL BSTSOI LGRAVELGRAVELS OILSOIL GRAVEL DRGRAVEL DRGRAVEL DRPINE GROVE BAPTIST CHURCH JAMES GIBSON SR THELMA HOWARD THELMA HOWARD BRENDA MEADOWS HENRY J KIRBY KELLY HOLDEN BOBBY BRISTOL, ET AL GRANT NICHOLSON 45.00’KELLY LEDFORD ROBIN RICKMAN 65.0 0 ’ 45.00’60.00’ ENRIQUE FREYRE LP104 TEL 101 100 L P E XISTIN G R/WEXISTING R/WE XIST ING R /WE XIST ING R /WEXISTING R/W EXISTING R/W110.00’EX I STIN G R/W EX I STIN G R/W 80.00’EX IST ING R /W 70.00’EXISTING R/W 60.00’EXISTING R/W50.00’4’ CONC. JIMMY ANDERSON ALLEN MONKUS TRACY HOGSED 17’ BST 16’ BST 17’ BST WOODS WOODS SR 1119 ROSS RD SR 1141 SWAIMS RD SR 1142 BYERS RD GERALD YATES NC 69 28’ BST58 59 60 61 62 63 65 64 66 57 LB & MB PROPERTIES LLC57 W W SIGNBRICK SEE SHEET NO. 14MATCH LINE -L- STA. 142+00SEE SHEET NO. 12MATCH LINE -L- STA. 129+50-Y11- STA. 15+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 13A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh13_NOcontours.dgn4:36:53 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SHEET 22 OF 45 PERMIT DRAWING 140130135 2015 15N A D 83 N A 2011-Y12- POC 13+50.00 END CONSTRUCTION -Y13- POC 12+50.00 END CONSTRUCTIONTO EX. GR TIE PROP. GR INTERSECTION DETAILS SEE SHEET ? FOR -Y11-, -Y12- & -Y13- SEE SHEET 34 FOR -Y11-, -Y12-, & -Y13- PROFILES SEE SHEET 26 FOR -L- PROFILE NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS DISTURB SIGN DO NOT 15"18" RCP-IV 2GI CB-F 2GI 2GI 2GI 2GI CB-E 15" RCP-III 1 5 " 24" RCP-III18" RCP- I I I GRADE TO DRAIN 15 " RCP -IV 30" RCP-III30" CSP18" BDO -Y11- STA 14+00 to 15+75 LT SEE RDWY STD. 240.01 BERM DITCH 129+75 L T-L - S TA 128+25 toS E E RDW Y S TD . 2 4 0.01B ERM D ITCH -Y11- STA 18+25 to 19+00 LT SEE RDWY STD. 240.01 BERM DITCH 24" REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAINCB-FRETAI N18" RCP & 19’+/- EX. REMOVE DI 18" RCP-III D I HW REMOVE G RA D E TO D RA IN REMOVE DIRCP- I I I24"CB-G CB-G15" RCP-IV CB-G 15" ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM STA. -L- 132+25 TO 133+00 RT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.8 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE 18" CB-G CB-G b d D ( Not to Scale) CHANNEL CHANGE 1"/Ft.Ground Natural Type of Liner= Class I Rip Rap DETAIL CC1 GEOTEXTILE b= 2 Ft. Max. d= 1.2 Ft. Min. D= 2.4 Ft.2:1 or 1.5:1FROM -L- STA. 138+50 TO STA. 142+50 RT Fill Slope Proposed Exist. Channel Ground Natural 15" RCP-I V SEE DETAIL SLV1 SPECIAL LATERAL V DITCH CB-F CB-E 18"RCP-III 18" 24" RCP-IV 24" CB-G 15" RCP-IV 15" RCP-IV 18" RCP-IV RCP-IV 24" ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 131+68 (105’ RT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 11 Tons of Class I Rip-Rap d= 3 Ft. Length= 18 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed E S T. 2 3.3 CY F LOW A BL E F ILL EST. 11.9 CYFLOWABLE FILL EST 79 SY GEOTEXTILE EST 26 TONS CL B RIP RAP EST 27 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST 414 SY GEOTEXTILE EST 173 TONS CL I RIP RAP EST 739 CY DDE SEE DETAIL CC1 CHANNEL CHANGE 15"TTTTF F F CC C F F C C F C C F C F F C C F F C C C C C C C F F C C FF C C C C F C C FF F F F C SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO FILL IN WETLANDS SITE 10A SITE 10 SITE 9 1961.01962.0 1962.01963.0 1963.0 1963.01964.01965 19651966.0 1966.01966.01966.01967.0 1967.01967.01967.01968.0 1968.01968.01968.01968.01968.01969.0 1969.01969.01969.01969.0197019701970 1970 19701971.01971.01971.01971.0 1971.01971.01972.01972.019 7 2. 0 1972.0 1972.01972.0 1973.01973.01973 .0 1973.0 1973.01973.01973.01973.0 1974.01974.01974.0 1974.0 1974.01974.01974.0 1975197519751975 197519751975 1976.01976.019 7 6.01976.0 1976.01976.01976.0 1977.01977.01977.01977.0 1977.0 1977.019 7 7.0 1978.01978.01978.0 1978.0 1978.0 1978.0 1978.01978.01979.01979.01979.0 1979.0 1979.01979.0 1979.0 1979.0198019801980198019801980 1980 19801981.01981.01981.019 8 1. 0 1981.0 1981.0 1981.0 1981.01982.01982.019 8 2.01982.01982.0 1982.0 1982.0 1982.01982.0 1983.01983.01983.01983.01983.0 1983.0 1983.01983.01983.0 1984.01984.01984.01984.01984.0 1984.0 1984.01984.01984.01984.019851985198519851985 1985 1985 198519851985 19851986.01986.01986.01986.01986.0 1986.0 1986.01986.01986.01986.01987.01987.01987.01987.01987.0 1987.0 1987.01987.0 1987.01987.01987.01988.01988.01988.01988.01988.0 1988.01988.0 1988.01988.01988.01989.01989.01989.01989.01989.0 1989.01989.0 1989.01989.01989.01989.0199019901990199019901990 199019901990 199019901990199019901991.01991.01991.01991.019 9 1.0 1991.01991.0 1991.01991.0 1991.01991.01991.01991.0 1992.01992.01992.01992.01992.0 1992.0 1992.01992.0 1992.01992.01992.01992.0 1992.01993.0 1993.01993.01993.01993.01993.01993.0 1993.01993.01993.01993.01993.01993.0 1993.01993.01994.01994.01994.01994.01994.01994.01994.0 1994.01994.0 1994.01994.01994.01994.01994.01994.01995199519951995199519 9 5199519 9 5 1995 199519951995199519951995 1996.01996.01996.01996.01996.01996.01996.019 9 6.0 1996.0 1996.01996.01996.01996.01996.01996.0 1996.01997.01997.01997.01997.01997.01997.01997.01997.01997.0 1997 .0 1997.01997.01997.01997.01997.01997.01997.0 1997.01997.0 1998.01998.01998.01998.01998.01998.0 1998.0 1998.0 1998.0 1998.0 1998.01998.01998.01998.01998.01998.01998.01998.01998.0 1998.01999.0 1999.0 1999.0 1999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.01999.02000200020002000200020002000200020002000 20002000 2000 2 0 0 0 2000 20002000 2000 2000200020002001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0 2001.0 2 0 0 1.02001.0 2001.0 2001.02001.0 2001.02002.02002.02002.02002.02002.02002.02002.02002.0 2002.02002.0 2002.0 2002.02002 .0 2002.0 2002.02002.0 2003.02003.02003.02003.02003.02003.02003.02003.0 2003.02003.0 2003.0 2 0 0 3.0 2003.0 2003.0 2003.0 2003.0 2003.0 2003.02003.02003.02004.02004.02004.02004.02004.02004.02004.02004.0 2004.02004.0 2004.0 2004.02004 .0 2004.0 2004.0 2004.0 2004.0 2004.0 2005200520052 0 0 5 2005200520052005 20052005 2005 2 0 0 5 2005 2005 2005 2005 2005 2006.02006.02006.02006.02006.02006.02006.02006.0 2006.02006.0 2006.0 2006.02006 .0 2006.0 2006.02006.0 2007.02007.02007.02007.02007.02007.02007.02007.0 2007.02007.0 2007.0 2007.02007 .0 2007.0 2007.0 2007.0 2008.02008.02008.02008.02008.02008.02008.02008.0 2008.02008.0 2008.0 2008.02008.0 2008.0 2008.0 2008.0 2008.0 2009.02009.02009.02009.02009.02009.02009.02009.0 2009.02009.02009.0 2 0 0 9. 0 2009.0 2009.0 2009.02009.02009.0 20102010201020102010201020102010 201020102010 2 0 10 2 0 1 0 2010 201020102010 20102011.02011.02011.02011.02011.02011.02011.02011.0 2011.02 011.0 2011.0 2 0 11. 0 2 0 11. 0 2011.0 2011.02011.02011.0 2011.02012.02012.02012.02012.02012.02012.02012.02012.0 2012.02012.02012.0 2012.02 0 1 2. 0 2012.0 2 012 .0 2012.0 2013.02013.02013.02013.02013.02013.02013.02013.0 2013.02013.02013.0 2013.020 13.0 2013.02013.02013.0 2013.02013.02014.02014.02 0 14.0 2014.02014.02014.02014.02014.02014.02014.0 2014.02014.0 2014.02014.02014.0 2014.02014.02015201520152015201520152015201520152015 20152015 2015 2015 2015 2016.02016.02016.02016.02016.02016.02016.02016.02016.02016.0 2016.02016.0 2016.02016.0 2016.0 2017.02017.02017.02017.02017.02017.02017.02017.0 2017.02017.02017.0 2017.02017.0 2017.02017.02017.0 2017.02018.02018.02018.02018.02018.02018.02018.02018.02018.02018.02018.0 2018.02018.0 2018.0 2018.0 2018.0 2018.02019.02019.02019.02019.02019.02019.02019.02019.02019.0 2019.02019.0 2019.0 2019.0 2019.0 2019.02019.0 2020202020202020202020202020202020202020 20202 0 2 0 2020 2020 2020 2020 2021.02021.02021.02021.02021.02021.02021.02021.02021.02021.0 2 021.02 02 1.02021.0 2021.0 2021.0 2022.02022.02022.02022.02022.02022.02022.02022.02022.0 2022.0 2022.02022.0 2022.0 2022.0 2023.02023.02023.02023.02023.02023.02023.02023.02023.0 2023.0 2 02 3.02023.02023.02023.0 2023.0 2024.02024.02024.02024.02024.02024.02024.02024.0 2024.0 2 02 4.02024.02024.02024.0 20252025202520252 0 2 5 202520252025 2 0 2 5 20252025 2025 2025 2026.02026.02026.02026.02026.02026.02026.02026.0 2026.0 2026.02026.0 2026.0 2026.0 2027.02027.02027.02027.02027.02027.02027.02027.0 2027.02027.02027.0 2027.0 2027.0 2028.02028.02028.02028.02028.02028.02028.02028.02028.02028.0 2028.02028.02028.0 2028.02029.02029.02029.02029.02029.02029.02029.02029.02029.0 2029.02029.0 2 0 2 9.0 2029.02029.02030203020302030203020302030 2030 203020302030 2031.02031.02031.02031.0 2031.02031.02031.02031.0 2031.02032.02032.02032.02032.0 2032.02032.02032.02032.0 2032.0 2033.02033.02033.02033.0 2033.02033.02 0 33.02033.0 2034.02034.02034.02034.0 2034.02034.02 0 3 4. 0 2034.0 2034.0 203520352035 2035203520352036.02036.02036.02036.02 0 3 6. 0 2036.020 36.0 2036.0 2037.02037.02037.0 2037.0 2037.0 2037.0 2038.02038.02038.0 2038.0 2038.0 2038.0 2039.02039.02039.02039.0 2 0 3 9. 0 2039.0 2039.020402040204020402040 2040 20402041.02041.02041.02041.02041.0 2042.02042.0 2042.02042.02043.02043.0 2043 .0 2043.0 2044.02044.0 2044.0 2044 .0 20452045 2045 2045 2046.02046.0 2046.0 2046.0 2047.02047.02047.02047.0 2048.0 2048.0 2049.0 2049.0 2050 2050 2051.0 2051.0 2052.0 2052.0 2053.0 2053.0 2054.0 20 54.0 205520552056.02056.02057.02057.020 58.0 2059.0 2060 2061.0 2062 .0 2063.0 2064.0 2065 2066.0 2067.02068.0INV=1981.13’ INV=1973.28’18" RCP36" CMP 36" RCP18" C MP 18" CMP12" CMP 15 " CM P 15" CMP 15" CM P24" CMP15" CMP 15" CMP 15" CMP 15" CMP 24" RCP 18" CMP WOODS WOODS WOODS WOODS WOODS WOODS WOODSWOODSWOODS CONC. DR NC 69 28’ BST GR DR GVL DR BST BST GRAVELBSTSOI LGRAVELGRAVELS OILSOIL GRAVEL DRGRAVEL DRGRAVEL DRPINE GROVE BAPTIST CHURCH JAMES GIBSON SR THELMA HOWARD THELMA HOWARD BRENDA MEADOWS HENRY J KIRBY KELLY HOLDEN BOBBY BRISTOL, ET AL GRANT NICHOLSON 45.00’KELLY LEDFORD ROBIN RICKMAN 65.0 0 ’ 45.00’60.00’ ENRIQUE FREYRE 111 110 LP 108 109 105 106107104101 100103L P 98 99E XISTIN G R/WEXISTING R/WE XIST ING R /WE XIST ING R /WEXISTING R/W EXISTING R/W110.00’EX I STIN G R/W EX I STIN G R/W 80.00’EX IST ING R /W 70.00’EXISTING R/W 60.00’EXISTING R/W50.00’4’ CONC. JIMMY ANDERSON ALLEN MONKUS TRACY HOGSED 17’ BST 16’ BST 17’ BST WOODS WOODS SR 1119 ROSS RD SR 1141 SWAIMS RD SR 1142 BYERS RD GERALD YATES NC 69 28’ BST58 59 60 61 62 63 65 64 66 57 LB & MB PROPERTIES LLC57 W W SEE SHEET NO. 14MATCH LINE -L- STA. 142+00SEE SHEET NO. 12MATCH LINE -L- STA. 129+50-Y11- STA. 15+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 13A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh13_wContours.dgn4:37:02 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SHEET 23 OF 45 PERMIT DRAWING 140130135 2015 15N A D 83 N A 2011-Y12- POC 13+50.00 END CONSTRUCTION -Y13- POC 12+50.00 END CONSTRUCTIONTO EX. GR TIE PROP. GR INTERSECTION DETAILS SEE SHEET ? FOR -Y11-, -Y12- & -Y13- SEE SHEET 34 FOR -Y11-, -Y12-, & -Y13- PROFILES SEE SHEET 26 FOR -L- PROFILE NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS DISTURB SIGN DO NOT 15"18" RCP-IV 2GI CB-F 2GI 2GI 2GI 2GI CB-E 15" RCP-III 1 5 " 24" RCP-III18" RCP- I I I GRADE TO DRAIN 15 " RCP -IV 30" RCP-III30" CSP18" BDO -Y11- STA 14+00 to 15+75 LT SEE RDWY STD. 240.01 BERM DITCH 129+75 L T-L - S TA 128+25 toS E E RDW Y S TD . 2 4 0.01B ERM D ITCH -Y11- STA 18+25 to 19+00 LT SEE RDWY STD. 240.01 BERM DITCH 24" REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAINCB-FRETAI N18" RCP & 19’+/- EX. REMOVE DI 18" RCP-III D I HW REMOVE G RA D E TO D RA IN REMOVE DIRCP- I I I24"CB-G CB-G15" RCP-IV CB-G 15" ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM STA. -L- 132+25 TO 133+00 RT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.8 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE 18" CB-G CB-G b d D ( Not to Scale) CHANNEL CHANGE 1"/Ft.Ground Natural Type of Liner= Class I Rip Rap DETAIL CC1 GEOTEXTILE b= 2 Ft. Max. d= 1.2 Ft. Min. D= 2.4 Ft.2:1 or 1.5:1FROM -L- STA. 138+50 TO STA. 142+50 RT Fill Slope Proposed Exist. Channel Ground Natural 15" RCP-I V SEE DETAIL SLV1 SPECIAL LATERAL V DITCH CB-F CB-E 18"RCP-III 18" 24" RCP-IV 24" CB-G 15" RCP-IV 15" RCP-IV 18" RCP-IV RCP-IV 24" ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 131+68 (105’ RT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 11 Tons of Class I Rip-Rap d= 3 Ft. Length= 18 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed E S T. 2 3.3 CY F LOW A BL E F ILL EST. 11.9 CYFLOWABLE FILL EST 79 SY GEOTEXTILE EST 26 TONS CL B RIP RAP EST 27 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH EST 414 SY GEOTEXTILE EST 173 TONS CL I RIP RAP EST 739 CY DDE SEE DETAIL CC1 CHANNEL CHANGE 15"TTTTF F F CC C F F C C F C C F C F F C C F F C C C C C C C F F C C FF C C C C F C C FF F F F C SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO FILL IN WETLANDS SITE 10A SITE 10 SITE 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 26A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS23.dgn4:37:12 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2,020 1,950 1,960 1,970 1,980 1,990 2,000 2,010 2,030 1,950 1,960 1,970 1,980 1,990 2,000 130 131 132 133 134 135 136 137 138 139 140 141 142 2,020 1,950 1,960 1,970 1,980 1,990 2,000 2,010 2,030 2,020 1,950 1,960 1,970 1,980 1,990 2,000 2,010 2,030 119 120 121 122 123 124 125 126 127 128 129118117 SHEET 24 OF 45 PERMIT DRAWING PI = 129+20.00 EL = 1,997.26’ VC = 200’ K = 119 V = 55 mph V = 75 mph -L- SEE SHEET 12 FOR DESIGN EL. 2,000.18’ -L- STA. 126+92.05 (64.10’ RT) RR SPIKE IN BASE OF POWER POLE BM #11 PI = 121+00.00 EL = 2,004.88’ (+)0.5614% (-)0.9293% VC = 500’ K = 335 EL. 2,003.38’-L- STA. 118+32.70 AH-L- STA. 118+50.96 BK =(-) 6.33%EL. 1,982.87-L- STA. 117+75 LTBEGIN LATERAL 2’ BASE DITCHEL. 1,979.00-L- STA. 118+36 LTEND LATERAL 2’ BASE DITCH48" RCP EXISTING DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 2003.1 = 331 = 500+ = 50 = 75 = 1983.0 = 91 = 1983.6 = 49 -L- Sta. 118+21 (+)0.7568% PI = 138+00.00 EL = 2,003.92’ VC = 1,250’ K = 207 V = 65 mph -L- EL. 1,999.73’ -Y11- STA. 20+14.45 -L- STA. 133+80.00 EL. 1,999.73’ -Y12- STA. 10+00.00 -L- STA. 133+80.00 SEE SHEET 13 FOR DESIGN EL. 1,991.01’ -L- STA. 138+82.90 (42.62’ LT) SPIKE IN BASE OF 22" POPLAR BM #12 (+) 3.48% (+) 13.5%(-) 2.22% (-) 9.55%(- ) 6.80%-L- STA. 140+25 RTEL. 1,969.40EL. 1,987.95 -L- STA. 138+75 LT BEGIN SPECIAL LATERAL V DITCH EL. 1,984.65 -L- STA. 140+25 LT END SPECIAL LATERAL V DITCH EL. 1,980.57 -L- STA. 132+25 RT BEGIN LATERAL 2’ BASE DITCH EL. 1,988.19-L- STA. 133+00 RTEND LATERAL 2’ BASE DITCHEL. 1,981.44-L- STA. 132+50 RTEL. 1,986.11-L- STA. 138+50 RTBEGIN CHANNEL CHANGE SHEET 25 OF 45 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_xpl_PERMIT.dgn4:15:17 PMPROJ. REFERENCE NO.SHEET NO.0 6/23/161990 1990 2000 2000 2010 2010 2020 2020 2030 2030 137+50.00 1990 1990 2000 2000 2010 2010 2020 2020 138+00.00 1990 1990 2000 2000 2010 2010 138+50.00 1980 1980 1990 1990 2000 2000 2010 2010 2020 2020 139+00.00 X-59A-0011C -L- 5 10 EP EPET ET 3.8% DRIVEWAY 137+35 0.040 0.0402:14 :11997.051993.891995.981995.601994.62 EP EPET ET DRIVEWAY 138+20 2 1% 0.040 0.0403:12:11995.981992.821994.911994.531993.58 EP EPET ET 0.040 0.0404 :1 2:11994.791991.631993.721993.341992.38 2:12:11986.11 EP EPET ET 0.040 0.0404:1 2:11993.481990.321992.411991.761991.05 1987.402:12:12:1 1981.34 INV=1969.68’ INV=1919.10’ INV=1926.33’INV=1907 .70 ’INV =19 0 2 .11 ’24" CMP 15" CMP 3 6" RCP18" RCP18" CMP12" CMP 15" CMP 15" CMP 15" CMP18" CMP18" CMP 48" RCP 15" HDPE8" HDPE10 " HDP E W O O D SWOODS WOODS SCRUB SCRUB WOODS W OO D SSC RU B WOODS SCRUB SCRUB WOODS WOODS WOODS WOOD S SCRUB 10’ G R A V E LC H E R R YW O O D C IR. 10 ’ GRAVEL CO N C. 5’ CONC. VALLEY GUTTER CO N C. C O N C. ASPHALT DR SOIL FT BRIDGE BRIDGE FT RED OAK LN 8’ GRAVELGRAVEL DRGRAVEL DRGRAVEL DR GOS P E L CI R. GRAVE L SCRUB SCRUB GRAVEL DR PEDRO GODINEZ ALLEN MONKUS ROBERT BRISTOL EDWARD LYON LARRY J OWENS BRAD LONG KERRY STATON DAVID WEST NANCY G. LEDFORD KENNY LEDFORD OF CLAY COUNTY METHODIST CIRCUIT HAYESVILLE UNITED MARY WEAVERBONNIE MONKUS 15" OAK SCRUB SCRUB SCRUB CONC. DR 100.00’80.00’EXISTING R/W EXISTING R/W 60.00’80.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 60.00’125.00’4’ CONC.4’ CON C. 48" WW D I J C CHERRY BRENDA MEADOWS GRANT NICHOLSON KELLY LEDFORD CHERRYWOOD DR10’ CONC.SR 1142 BYERS RD 16’ BST CONC .CHERRY MTN. LN.JU S T IN R CH ER RY DAVID WEST NC 69 28’ BST NC 69 28 ’ BST 62 66 67 68 69 70 71 72 73 74 75 76 77 72 WOODS 30" CMPTS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SEE SHEET NO. 13MATCH LINE -L- STA. 142+00SEE SHEET NO. 15MATCH LINE -L- STA. 155+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 14A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh14_NOcontours.dgn4:37:20 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 26 OF 45 PERMIT DRAWING 150 155145 15515NAD 83 NA 2011 -Y14- POC 13+00.00 END CONSTRUCTION -Y15- POC 12+75.00 END CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS INTERSECTION DETAILS SEE SHEET ? FOR -Y14- & -Y15- SEE SHEET 35 FOR -Y14- & -Y15- PROFILES SEE SHEET 27 FOR -L- PROFILE CB-G CB-G 15" RCP-I V 15"4OTCB DI CB-GCB-G CB-G RETAIN 48" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV CB-G 15" 18" CSP 18" TBJB SEE DETAIL TP1 TOE PROTECTION BDO -L- STA 154+75 to 160+25 RT -L- STA 153+65 to 154+75 RT -Y15- STA 11+95 LT to -L- 153+65 RT SEE RDWY STD. 240.01 BERM DITCH CB-F CB-F15"CB-F CB-F REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN RETAIN RETAIN REMOVE DI 15" RCP-IV HW REMOVE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -Y14- STA. 11+42 TO 12+00 RT DETAIL LB1 b= 2 Ft. B= 4 Ft. Max. d= 1.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE b 2:1d D ( Not to Scale) B CHANNEL CHANGE 1"/Ft. FROM -L- STA. 146+00 TO 147+17 RT Ground Natural b= 2 Ft. B= 4 Ft. Max. d= 1.0 Ft. Min. D= 1.7 Ft. Type of Liner= Class I Rip Rap DETAIL CC3 GEOTEXTILE Fill Slope Proposed Exist. Channel Ground Naturalb 2:1d D ( Not to Scale) B CHANNEL CHANGE 1"/Ft. FROM -L- STA. 142+50 TO 143+71 RT Ground Natural b= 2 Ft. B= 2 Ft. Max. d= 1.0 Ft. Min. D= 3.5 Ft. Type of Liner= Class I Rip Rap DETAIL CC2 GEOTEXTILE Fill Slope Proposed Exist. Channel Ground Naturalb d D ( Not to Scale) CHANNEL CHANGE 1"/Ft.Ground Natural Type of Liner= Class I Rip Rap DETAIL CC1 GEOTEXTILE b= 2 Ft. Max. d= 1.2 Ft. Min. D= 2.4 Ft.2:1 or 1.5:1FROM -L- STA. 138+50 TO STA. 142+50 RT Fill Slope Proposed Exist. Channel Ground Natural CB-G CB-G 18" REMOVE 24" RETA IN CB-F REMOVE 30" CMP & 2’+/- EX. REMOVE DI CB-F 18" RCP-III CSP24"30" RCP-IV 24" RCP-IV R CP- IV 15" 30" RCP-IVRCP-IV 15" HW CB-F 15" ELBO WS w/ ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 149+34 (89’ LT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 10 Tons of Class I Rip-Rap d= 3 Ft. Length= 18 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST. 6.3 CY FLOWABLE FILL EST 414 SY GEOTEXTILE EST 173 TONS CL I RIP RAP EST 739 CY DDE SEE DETAIL CC1 CHANNEL CHANGE EST 146 SY GEOTEXTILE EST 69 TONS CL I RIP RAP EST 223 CY DDE SEE DETAIL CC2 CHANNEL CHANGE EST 168 SY GEOTEXTILE EST 84 TONS CL I RIP RAP EST 150 CY DDE SEE DETAIL CC3 CHANNEL CHANGE EST 83 SY GEOTEXTILE EST 42 TONS CL I RIP RAP EST 137 CY DDE SEE DETAIL LB1 LATERAL 4’ BASE DITCH EST 101 SY GEOTEXTILE EST 34 TONS CL B RIP RAP SEE DETAIL SC1 SPECIAL CUT V DITCH ( Not to Scale) TOE PROTECTION d FROM -Y14- STA. 10+77 TO 11+13 LT FROM -L- STA. 148+53 TO 149+25 RT Fill Slope2:1 or Flatter Gr ou n dNat ural DETAIL TP1 d= 1 Ft. Type of Liner= Class B Rip-Rap Geotextile 14 TTFCC C F F F C C F F F C C C C F F C C F F F C C F F F F C C C C C SURFACE WATER PERM IMPACTS TO SITE 10 SITE 10B WETLANDS FILL IN SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 11 1886.01887.01888.01889.0 189018901891.0 1891.01892.01892.0 1892.01893.01893.01893.01894.01894.0 1894.01895 1895 18951896.01896.0 1896.01896.01897.0 1897.01897.01897.01897.01897.018 98.0 1898.0 1898.01898.01899.01899.0 1899.01899.019 0 01900 1900190019001901.0 1901.0 1901.01901.01902.01902.0 1902.01902.019 03. 0 1903.0 1903.01903.01903.019 0 4.0 1904.0 1904.01904.01904.01904.019 0 5 1905 1905190519 06.01906.0 1906.01906.01907.0 1907.0 1907.01907.01907.01908.0 1908.0 1908.01908.01908.01908.01909.0 1909.01909.01909.01909.0 1910 1910191019101910 19101911.0 1911.01911.01911.01911.0 1912.0 1912.01912.01912.01912.01913.0 1913.0 1913.01913.019 13.0 1914.0 1914.01914.01914.01914.0 1914.0 1915 1915 1915191519151915 1916.0 1916.01916.01916.01916.01916.0 1917.0 1917.01917.01917.01917.01917.0 1918.0 1918.01918.01918.01918.0 1918.0 1919.0 1919.01919.01919.01919.0 1919.01919.01920 1920192019201920 1920 1920 1921.0 1921.0 1921.01921.01921.0 1921.019 2 1.0 1922.0 1922.01922.01922.01922.0 1922.019 2 2.01922.01923.0 1923.01923.01923.01923.01923.0 1924.0 1924.01924.01924.01924.01924.0 1924.0 1925 19 2 5 19251925192519251925 192519251926.0 1926.01926.01926.01926.01926.0 1927.0 1927.01927.01927.01927.01927.0 1927.0 1928.0 1928.01928.01928.01928.01928.01928.0 1929 .0 1929.01929.01929.0 1929.01929.0 1930 193019301930 19301930 19 31.0 1931.01931.01931.0 1931.01931.0 19 3 2.01932.01932.01932.0 1932.01932.01932.0193 3.01933.01933.01933.01933.01933.01933.0 1934.0 1934.01934.01934.01934.01934.01934.01935 1935193519351935193519351936.01936.01936.01936.01936.01936.01936.0193 7.01937.01937.01937.01937.01937.01937.0 19 38.01938.01938.01938.01938.01938.01938.01938.0 193 9.01939.01939.01939.01939.01939.01939.0 1939.01939.019 40194019401940 194019401940194019401940194019 4 1.0 1941.01941.01941.0 1941.0 1941.01941.01941.01941.01941.01942.0 1942.01942.01942.0 1942.0 1942.01942.01942.01942.01942.01942.01942.01943.0 1943.01943.01943.0 1943.0 1943.01943.01943.01943.01943.01943.01944.0 1944.01944.01944.0 1944.0 1944.01944.01944.01944.01944.01944.01945 194519451945 1945 1945194519451945194519451945 1946.0 1946.01946.0 1946.0 1946.0 1946.01946.01946.01946.01946.01946.01947.01947.01947.0 1947.0 1947.0 1947.01947.01947.01947.01947.01947.01948.01948.01948.01948.01948.01948.01948.01948.01948.01948.01948.01948.0 1949.01949.01949.0 1949.0 1949.01949.01949.01949.01949.01949.01949.0 195019501950 1950 19501950 195019501950195019501950 1951.01951.0 1951.0 1951.0 1951.01951.01951.01951.01951.01951.01951.01951.0 1951.01952.01952.0 1952.0 1952.01952.01952.01952.01952.01952.01952.01952.0 1952.0 1952.01953.0 1953.01953.0 1953.0 1953.01953.01953.01953.01953.01953.01953.01953.0 1953.01954.0 1954.01954.0 19 5 4.0 1954.01954.0 1954.01954.01954.01954.01954.01954.0 1954.0 195519551955 1955 19551955195519551955195519551955 19551955195519551956.0 1956.0 1956.0 1956.0 1956.01956.01956.01956.01956.01956.01956.01956.0 1956.0 1957.0 1957.0 1957.0 1957.0 1957.0 1957.01957.01957.01957.01957.01957.01957.01957.01957.01957.01958.0 1958.0 1958.0 1958 .0 1958.0 1958.01958.01958.01958.01958.01958.01958.01958.01959.0 1959.0 1959.0 1959 .0 1959.0 1959.01959.01959.01959.01959.01959.01959.01959.01959.01960 1960 1960 196 0 1960 196019601960196019601960196019601961.0 1961.0 1961.0 1961.0 1961.0 1961.01961.01961.01961.01961.01961.01961.01961.01962.01962.0 1962.0 1962.01962.0 1962.0 1962.01962.01962.01962.01962.01962.01962.01962.01962.01963.0 1963.0 1963 .0 1963.0 1963.01963.01963.01963.01963.01963.01963.01963.01963.01964.0 1964.0 1964.0 1964.0 1964.01964.01964.01964.01964.01964.01964.01964.01965 1965 1965 1965 196519651965196519651965196519651966.0 1966.0 1966.01966.0 1966.01966.01966.01966.01966.01966.01966.01966.01967.0 1967.0 1967.01967.0 1967.01967.01967.01967.01967.01967.01967.01967.01968.01968.0 1968.01968.0 1968.01968.01968.01968.01968.01968.01968.01968.01969.01969.0 1969.01969.0 1969.01969.01969.01969.01969.01969.01969.01969.019701970 1970 1970 197019701970197019701970197019701971.0 1971.0 1971.0 1971.0 1971.01971.01971.01971.01971.01971.01971.01971.01972.0 1972.0 1972.0 1972.0 1972.01972.01972.01972.01972.01972.01972.01973.0 1973.0 1973.0 1973.0 1973.01973.01973.01973.01973.01973.01973.01974.01974.0 1974.0 1974.0 1974.01974.01974.01974.01974.01974.01975 1975 1975 1975 1975197519751975197519751976.01976.0 1976.0 1976.01976.01976.01976.01976.01976.01976.01977.01977.0 1977.0 1977.01977.01977.01977.01977.01977.01977.01977.01978.01978.0 1978.01978.01978.01978.01978.01978.01978.01978.01978.01979.0 1979.0 1979.0 1979.01979.01979.01979.01979.01979.01979.01979.019801980 1980 19801980198019801980198019801 98 1.0 1981.0 1981.0 1981.01981.01981.01981.01981.01981.01981.01982.01982.0 1982.0 1982.01982.01982.01982.01982.01982.01982.01983.01983.0 1983.0 1983.01983.01983.01983.01983.01983.01984.01984.01984.0 1984.01984.01984.01984.01984.01984.0198519851985 19851985198519851985198519851986.0 1986.0 1986.0 1986.01986.01986.01986.01986.01986.01986.01987.01987.0 1987.0 1987.01987.01987.01987.01987.01987.01987.01988.01988.0 1988.0 1988.01988.01988.01988.01988.01988.01988.01989.01989.0 1989 .0 1989.01989.01989.01989.01989.01989.0199019901990 1990199019901990199019901991.01991.01991.01991.01991.01991.01991.01991.01991.01992.01992.01992.01992.01992.01992.01992.01993.01993.01993.01993.01993.01993.01993.01993.01994.01994.01994.01994.01994.01994.01994.01994.0199519951995 199519951995199519951996.01996.01996.01996.01996.01996.01996.01996.01997.01997.01997.0 1997.01997.01997.01997.01998.01998.0 1998 .0 1998.01998.01998.01998.01998.01999.01999.0 1999.0 1999.01999.01999.02000200020002000 2000 200020 0 1.02001.02001.02001.0 2001.0 2001.02002.02002.02002.02002.02002.0 2002.02003.02003.02003.02003 .0 2003.02003.02003.02004.02004.02004.02004.02004.02004.02004.02005200520052005 200520052006.02006.02006.02006.0 2006.02006.02007.02007.02007.02007.0 20 07.0 2007.02007.02008.02008.02008.0200 8.02008.0 2 00 8.02008.0 2009.02009.02009.02009.02009.0 2009.02009.0 20102010201020102010 2010 20102011.02011.02011.02011.02011.0 2011.0 2011.02012.02012.02012.02012.02012.02012.02013.02013.02013.020 13.02013.0 2013.0 2014.02014.02014 .0 2014.0 2014.0201520152015 2015 2 0 15 2016.02016.02016 .0 2016.0 2016.02017.02017.02017 .0 2017.0 2017.02018.02018.02018 .0 2018.0 2018.02019.02019.02019 .0 2019.0 2 0 19 .0 2019.0202020202020 2020 20202021.02021.02021.0 2021.02021.02022.02022.02022.0 2022.02023.02023.0 2023.02024.02024.0 2024.020252025 20252026.02026.0 2026.02027.02027.0 2027.02028.02028.0 2028.02029.02029.02 02 9.02029.0203020302030 20302031.02031.02031.0 2031.02032.02032.02032.0 2032.02033.02033.02033.0 2033.0 2034.02 034.0 2034.0 2034.020352035 2035 20352036.02036.02036.0 2036.0 2037.02 0 3 7.02037.0 2038.02038.02038.0 2038.02039.02039.02039.0 2039.02039.02040204020402041.02 0 4 1.0 2042.0 2042.02043 .0 2043.02044 .0 2044.02045 20452046.0 2046.02047.0 2047.02047.02048 .0 2048.0 2049.0 2050 2051.0 2051.02052.0205 3.02054.020552056.02056.02057.02057.02058.02058.02059.02059.0206020602061.02061.0 2062.02062.0 2063.02063.0 2064.0206 52066.02067.0 2068 .0 2069.0 2070 2071.0 2072.0 2073.0 2074.02075 2076.0 2077 .0 2078.0 2079.0 2 0 802081.0 I NV=1964.82’ I NV=1960.09’ INV=1957.57’ 24" CMP 15" CMP 3 6" RCP18" RCP18" CMP12" CMP 15" CMP 15" CMP 15" CMP18" CMP18" CMP 48" RCP 15" HDPE8" HDPE10 " HDP E W O O D SWOODS WOODS SCRUB SCRUB WOODS W OO D SSC RU B WOODS SCRUB SCRUB WOODS WOODS WOODS WOOD S SCRUB 10’ G R A V E LC H E R R YW O O D C IR. 10 ’ GRAVEL CO N C. 5’ CONC. VALLEY GUTTER CO N C. C O N C. ASPHALT DR SOIL FT BRIDGE BRIDGE FT RED OAK LN 8’ GRAVELGRAVEL DRGRAVEL DRGRAVEL DR GOS P E L CI R. GRAVE L SCRUB SCRUB GRAVEL DR MTL MTL MTL PEDRO GODINEZ ALLEN MONKUS ROBERT BRISTOL EDWARD LYON LARRY J OWENS BRAD LONG KERRY STATON DAVID WEST NANCY G. LEDFORD KENNY LEDFORD OF CLAY COUNTY METHODIST CIRCUIT HAYESVILLE UNITED MARY WEAVERBONNIE MONKUS EIP EIP EIP EIP EIP EIP EIP EIP EIP EIPEIPEIP 15" OAK T-POST EIP EIP EIP E IP 8 " D IP 8" DIP 8" DIP8" DIP 8" DIP 8" DIP R/W MON. MON. R/W SCRUB SCRUB SCRUB CONC. DR 100.00’80.00’EXISTING R/W EXISTING R/W 60.00’80.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 60.00’125.00’4’ CONC.4’ CON C. 48" WW D I J C CHERRY BRENDA MEADOWS GRANT NICHOLSON KELLY LEDFORD CHERRYWOOD DR10’ CONC.SR 1142 BYERS RD 16’ BST CONC .CHERRY MTN. LN.JU S T IN R CH ER RY ELEV. 1955.08 88.01’ LT -BL- STA 134+79.78 BM #13 BM#13 DAVID WEST NC 69 28’ BST NC 69 28 ’ BST 62 66 67 68 69 70 71 72 73 74 75 76 77 72 WOODS 30" CMPTS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SEE SHEET NO. 13MATCH LINE -L- STA. 142+00SEE SHEET NO. 15MATCH LINE -L- STA. 155+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 14A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh14_wContours.dgn4:37:29 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 27 OF 45 PERMIT DRAWING 150 155145 15515NAD 83 NA 2011 -Y14- POC 13+00.00 END CONSTRUCTION -Y15- POC 12+75.00 END CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS INTERSECTION DETAILS SEE SHEET ? FOR -Y14- & -Y15- SEE SHEET 35 FOR -Y14- & -Y15- PROFILES SEE SHEET 27 FOR -L- PROFILE CB-G CB-G 15" RCP-I V 15"4OTCB DI CB-GCB-G CB-G RETAIN 48" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV CB-G 15" 18" CSP 18" TBJB SEE DETAIL TP1 TOE PROTECTION BDO -L- STA 154+75 to 160+25 RT -L- STA 153+65 to 154+75 RT -Y15- STA 11+95 LT to -L- 153+65 RT SEE RDWY STD. 240.01 BERM DITCH CB-F CB-F15"CB-F CB-F REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN RETAIN RETAIN REMOVE DI 15" RCP-IV HW REMOVE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -Y14- STA. 11+42 TO 12+00 RT DETAIL LB1 b= 2 Ft. B= 4 Ft. Max. d= 1.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE b 2:1d D ( Not to Scale) B CHANNEL CHANGE 1"/Ft. FROM -L- STA. 146+00 TO 147+17 RT Ground Natural b= 2 Ft. B= 4 Ft. Max. d= 1.0 Ft. Min. D= 1.7 Ft. Type of Liner= Class I Rip Rap DETAIL CC3 GEOTEXTILE Fill Slope Proposed Exist. Channel Ground Naturalb 2:1d D ( Not to Scale) B CHANNEL CHANGE 1"/Ft. FROM -L- STA. 142+50 TO 143+71 RT Ground Natural b= 2 Ft. B= 2 Ft. Max. d= 1.0 Ft. Min. D= 3.5 Ft. Type of Liner= Class I Rip Rap DETAIL CC2 GEOTEXTILE Fill Slope Proposed Exist. Channel Ground Naturalb d D ( Not to Scale) CHANNEL CHANGE 1"/Ft.Ground Natural Type of Liner= Class I Rip Rap DETAIL CC1 GEOTEXTILE b= 2 Ft. Max. d= 1.2 Ft. Min. D= 2.4 Ft.2:1 or 1.5:1FROM -L- STA. 138+50 TO STA. 142+50 RT Fill Slope Proposed Exist. Channel Ground Natural CB-G CB-G 18" REMOVE 24" RETA IN CB-F REMOVE 30" CMP & 2’+/- EX. REMOVE DI CB-F 18" RCP-III CSP24"30" RCP-IV 24" RCP-IV R CP- IV 15" 30" RCP-IVRCP-IV 15" HW CB-F 15" ELBO WS w/ ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -L- STA. 149+34 (89’ LT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 10 Tons of Class I Rip-Rap d= 3 Ft. Length= 18 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST. 6.3 CY FLOWABLE FILL EST 414 SY GEOTEXTILE EST 173 TONS CL I RIP RAP EST 739 CY DDE SEE DETAIL CC1 CHANNEL CHANGE EST 146 SY GEOTEXTILE EST 69 TONS CL I RIP RAP EST 223 CY DDE SEE DETAIL CC2 CHANNEL CHANGE EST 168 SY GEOTEXTILE EST 84 TONS CL I RIP RAP EST 150 CY DDE SEE DETAIL CC3 CHANNEL CHANGE EST 83 SY GEOTEXTILE EST 42 TONS CL I RIP RAP EST 137 CY DDE SEE DETAIL LB1 LATERAL 4’ BASE DITCH EST 101 SY GEOTEXTILE EST 34 TONS CL B RIP RAP SEE DETAIL SC1 SPECIAL CUT V DITCH 14 TTFCC C F F F C C F F F C C C C F F C C F F F C C F F F F C C C C C SURFACE WATER PERM IMPACTS TO SITE 10 SITE 10B WETLANDS FILL IN SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 11 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 27A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS27.dgn4:37:39 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 142 143 144 145 146 147 148 149 150 151 152 153 154 155 1,900 1,910 1,920 1,930 1,940 1,950 1,960 1,970 1,980 1,990 1,900 1,910 1,920 1,930 1,940 1,950 1,840 1,850 1,860 1,870 1,880 1,890 1,900 1,910 1,920 1,930 1,840 1,850 1,860 1,870 1,880 1,890 1,900 1,910 1,920 1,930 155 156 157 158 159 160 161 162 163 164 165 166 167 SHEET 28 OF 45 PERMIT DRAWING PI = 152+50.00 EL = 1,927.32’(-)5.2828% VC = 100’ K = 485 (-)5.4889% -L- EL. 1,922.93’ -Y15- STA. 10+00.00 -L- STA. 153+30.00 EL. 1,951.62’ -Y14- STA. 10+00.00 -L- STA. 147+90.00 V = >80 mph SEE SHEET 14 FOR DESIGN EL. 1,955.08’ -L- STA. 147+87.76 (71.87’ LT) SPIKE IN BASE OF POWER POLE BM #13 ( - ) 6.80% (- ) 3 .38%-L- STA. 142+50 RTEL. 1,954.09(-) 5.55%EL. 1,950.00-L- STA. 143+71 RTEND CHANNEL CHANGEEL. 1,932.63 -L- STA. 147+17 RT END CHANNEL CHANGE 48" RCP EXISTING EL. 1,939.12-L- STA. 146+00 RTBEGIN CHANNEL CHANGEDRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1948.0 = 259 = 500+ = 50 = 75 = 1936.4 = 91 = 1936.9 = 47 -L- Sta. 148+51 (-)5.4889% PI = 157+00.00 EL = 1,902.62’(-)5.1486% VC = 100’ K = 294 PI = 160+50.00 EL = 1,884.60’ VC = 300’ K = 229 (-)3 .8412% V = 75 mph -L- EL. 1,862.71’ -Y17- STA. 16+124.21 -L- STA. 166+20.00 EL. 1,887.87’ -Y16- STA. 13+96.18 -L- STA. 159+90.00 V = >80 mph SEE SHEET 15 FOR DESIGN EL. 1,900.17’ -L- STA. 158+18.26 (54.75’ LT) PAINTED BOLT ON FIRE HYDRANT BM #14 SHEET 29 OF 45 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_xpl_PERMIT.dgn4:15:57 PMPROJ. REFERENCE NO.SHEET NO.0 6/23/161950 1950 1960 1960 1970 1970 1980 1980 1990 1990 2000 2000 2010 2010 2020 2020 2030 2030 2040 2040 2050 2050 2060 2060 2070 2070 2080 2080 2090 2090 142+50.00 X-63A-0011C -L- 5 10 EP EP EP ET ET 0.040 0.0402:12:11980.911977.751979.841978.981978.32MATCH LINEMATCH LINE170180190200210220230240250260270280290 160 2:12:11954.09 SHEET 30 OF 45 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_xpl_PERMIT.dgn4:16:40 PMPROJ. REFERENCE NO.SHEET NO.0 6/23/161950 1950 1960 1960 1970 1970 1980 1980 1990 1990 2000 2000 2010 2010 2020 2020 2030 2030 2040 2040 2050 2050 2060 2060 2070 2070 2080 2080 2090 2090 143+00.00 X-64A-0011C -L- 5 10 EP EP ET ET 0.040 0.0402:12:11978.631975.471977.561976.701976.06MATCH LINEMATCH LINE170180190200210220230240250260270280290 160 2:12:11952.40 INV=1884.99’INV=1849.59’INV=1849.06’48" RCP 48" RCP 36" RCP12" HDPE18" CMP18" CMP48" RCP 48" RCP 15" CMP12" CMP 18" HDPE18" HD P E SCRUB SCRUB SCRUB SCRUB WOODS PAVED DI TCHPAVED D ITCH BST GRAVEL BST4’ WD 4’ WD GRAVEL WD FT BR IDGE BST BST CHERRY MTN. LN. 12’ ASPHALT 8’ G R A V E L D R GRAVEL DRPOOL S OI L/ GRAVE L RDROBERTO FONCECA ROBERT BRISTOL BARBARA CONWAY JAMES BOOKER SUSAN MORTON TODD SHUTLEY WALLACE LEDFORD MONA BRADSHAW LINDA OWENBY LYNN E. WALDROUP DI D ID IDI DI 137138139 140 60.00’ E XI S TI NG R/WE XIS TI NG R/W4’ WD 60.00’80.00’EXISTING R/W EXISTING R/W 100.00’EXISTING R/W 60.00’EXISTING R/W 65.00’EXISTING R/W BRANCH 48" WW 48" WW HHF/O SPLICE BOXF/O SPLICE BOXJUSTIN R CHERRY 10’ GRAVEL B O Y D S PR A Y ER W A YGRAVEL SR 1118 CHERRY RDJ C CHERRY EDWARD LYON JUDY HELMS WOODS WOODS WOODS WOODS WOODS SCRUB SCRUB WOODS WOODS WOODS WOODS WOODS SCRUB SCRUB SCRUB CHERRYWOOD CIR. NC 69 28’ BST NC 69 4 4 ’ BST 70 75 77 78 79 81 82 83 85 86 WOODS LINDA OWENBYANNA B. GUTHRIE TRUSTEE 80 W MICHAEL L. JONES MICHAEL L. JONES 84 84A TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 16MATCH LINE -L- STA. 167+50SEE SHEET NO. 14MATCH LINE -L- STA. 155+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 15A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh15_NOcontours.dgn4:37:47 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 31 OF 45 PERMIT DRAWING 160 16 5 155 155 10 15 ON NATIONAL REGISTER OF HISTORIC PLACES PARCELS 78 & 79 DETERMINED ELIGIBLE FOR LISTING NAD 83 NA 2011 -Y16- POT 11+00.00 BEGIN CONSTRUCTION -Y17- POT 11+00.00 BEGIN CONSTRUCTION -DR161- POC 12+75.00 END CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS INTERSECTION DETAILS SEE SHEET ? FOR -Y16- & -Y17- SEE SHEET 38 FOR -DR161- PROFILE SEE SHEET 35 FOR -Y16- & -Y17- PROFILES SEE SHEET 27 FOR -L- PROFILE HW BDO2GI BDO RETAIN 18" RCP-IV 15" RCP-IV CB-F 15" RCP- I V 15 " RC P -IV RCP-IV 15" CB-F SEE DETAIL TP1 TOE PROTECTION CB-F CB-F CB-F CB-F RCP-III30" -L- STA 164+50 to 168+30 RT -L- STA 162+10 to 164+50 RT SEE RDWY STD. 240.01 BERM DITCH D IC B -FREMOVE RETAIN RETAIN REMOVE REMOVE REMOVE ELBOWS w/15"2 4 " RETAIN REMOVE EX. 36" RCP DI, & 9’+/- REMOVE HW, RCP-I V1 5"18"R EM O V E REM OVE LATERAL ’V’ DITCH ( Not to Scale) 2:1 2:1 D b d 1"/Ft. FROM -Y17- STA. 12+14 TO 12+85 RT b= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.1 Ft. Type of Liner= Coir Fiber Matting DETAIL LV1 Ground Natural Slope Fill 15 " RCP -IV 48" RCP-III EXTEND DUAL COLLAR AND w/ ELBOWS15" CB-G 15" RCP-IV 15" RCP-IV CB -G CB -F CB -F 15" RCP- IV 15" RCP -IV ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM -Y17- STA. 12+91 TO STA. 15+30 RT DETAIL TP1 Type of Liner= Class B Rip-Rap d= 1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE SEE PSH 2D-2 ENERGY DISSIPATOR NATURAL ROCK RETAIN SEE PSH’S 2D-1 AND 2D-2 NATURAL CHANNEL RELOCATION to 160+25 RT -L- STA 154+75 SEE RDWY STD. 240.01 BERM DITCH HW EST 36 SY COIR FIBER EST 51 CY DDE SEE DETAIL LV1 LATERAL V DITCH ( Not to Scale) PIPE OUTLET CHANNEL DETAIL PR1 FROM -Y17- STA. 12+70 (39’ LT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 13 Tons of Class I Rip-Rap d= 3 Ft. Length= 10 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2:1 TO TI Ed EST 100 SY GEOTEXTILE EST 41 TONS CL I RIP RAP SEE DETAIL SC1 SPECIAL CUT V DITCH TTTTC F C C C F F C F F F C C C C F C C C F F F F F F F F F F F F F C C C F F C C F C C C C SITE 12 SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 13 SURFACE WATER TEMP IMPACTS TO SURFACE WATER TEMP IMPACTS TO 18401841.0 1842.01843.01843.01843.0 1844.01844 .01844.01844.01844.01844.01845184518451845 1845184518451846.01846.01846.01846.0 1847.0 1847.01847.01847.01848.01848.01848.01848.01849.01849.01849.01849.01849.0 1849.018501850185018501850185018501851.01851.01851.0 1851.01851.01851.01851.01852.01852.01852.0 1852.01852.01852.01852.01853.01853.01853.0 1853.01853.01853.01853.01854.01854.01854.01854.01854.01854.018551855 1855 18551855185518551856.01856.0 1856.01856.01856.01856.01857.0 1857.0 1857.01857.01857.01857.01858.01858.0 1858.01858.01858.01858.01858.01858.01859.01859.01859.01859.01859.01859.01859.0 1860 186018601860186018601860 1861.01861.01861.01861.01861.01861.01861.0 1862.0 1862.01862.01862.01862.0 1862.01862.0 1863.01863.01863.01863.01863.01863.01863.0 1864.01864.01864.01864.01864.01864.01864.0 1864.01865 18651865186518651865 18651865 1866.0 1866.01866.01866.01866.01866.01866.01866.0 1867.01867.01867.01867.01867.01867.01867.01867.0 1868.01868.01868.01868.01868.01868.01868.01868.0 1869.01869.01869.01869.01869.0 1869.01869.01869.01869.018701870187018701870 1870187018701871.01871.01871.01871.01871.0 1871.01871.01871.01871.01872.01872.01872.01872.01872.01872.01872.01872.01872.01873.0 1873.01873.01873.01873.01873.01873.01873.01873.01874.0 1874.01874.01874.01874.01874.01874.01874.01874.01875 1875187518751875187518751875187518751876.0 1876.01876.01876.01876.01876.01876.01876.01876.0 1876.01876.01876.01876.01876.01877.0 1877.0 1877.0 18 77.0 1877.01877.01877.01877.01877.01877.01877.0 1877.01878.0 1878.01878.0 1878.01878.01878.01878.01878.01878.01878.01878.0 1879.0 1879.01879.0 1879.01879.01879.01879.01879.01879.01879.01879.0 1879.01880 18801880 188018801880188018801880188018801880 18801881.0 1881.0 1881.0 1881.01881.01881.01881.01881.01881.01881.01881.01881.01881.01882.0 18 82 .0 1882.01882.01882.01882.01882.01882.01882.01882.01882.01882.01883.0 1883.01883.01883.01883.01883.01883.01883.01883.01883.01883.01883.01884.01884.01884.01884.01884.01884.01884.01884.01884.01884.01884.01884.018851885 1885 1885188518851885188518851885188518851886.0 1886.0 1886.01886.01886.01886.01886.01886.01886.01886.01886.01887.0 1887.0 1887.0 1887.01887.01887.01887.01887.01887.01887.01887.0 1887.01888.0 1888.0 1888.01888.01888.01888.01888.01888.01888.01888.01888.0 1889.0 1889.01889.0 1889.01889.01889.01889.01889.01889.01889.01889.01889.01889.01890 189018901890189018901890189018901890 1890 1891.0 1891.01891.01891.01891.01891.01891.01891.01891.01891.0 1891.0 1891.01892.01892.01892.01892.01892.01892.01892.01892.01892.0 1892.0 1892.01892.01893.0 1893.01893.01893.0 1893.01893.01893.01893.01893.01893.0 1893 .0 1894.0 1894.01894.01894.0 1894.01894.01894.01894.01894.0189 4.0 1895 189518951895 189518951895189518951895189518951896.0 1896.01896.01896.0 1896.01896.01896.01896.01896.01896.01897.0 1897.01897.01897.01897.01897.01897.01897.01897.01897.01898.0 1898.01898.0 1898.01898.01898.01898.01898.01898.0189 8.0 1898.01899.0 1899.01899.01899.01899.01899.01899.01899.01899.01899.0 1900 190019001900190019001900190019001900 1901.01901.01901.01901.01901.01901.01901.01901.01901.0 1901.01902.01902.01902.01902.01902.01902.01902.01902.01902.0 1903.01903.01903.01903.01903.01903.01903.01903.01903.0 1904.01904.01904.01904.01904.01904.01904.01904.01904.01905190519051905190519051905190519051906.01906.0 1906.01906.01906.01906.01906.01906.01906.01907.01907.01907.01907.01907.01907.01907.01907.0 1908.0 1908.01908.01908.01908.01908.01908.01908.0 1909.01909.01909.01909.01909.01909.01909.01909.0 1909.019101910191019101910191019101910 1911.01911.01911.01911.01911.01911.01911.01911.01911.0 1911.01912.01912.01912.01912.01912.01912.01912.01912.0 1912.01913.01913.01913.01913.01913.01913.01913.01913.0 1914.01914.01914.01914.01914.01914.0 19151915191519151915 1916.01916.01916.01916.01916.0 1916.01917.01917.01917.01917.01917.01918.01918.01918.01918.01918.01918.01919.01919.01919.01919.01919.01919.0192019201920192019201921.01921.01921.01921.01922.01922.01922.01922.01923.01923.01923.01923.01924.01924.01924.01924.019251925192519251926.01926.01926.01926.01927.01927.01927.01927.01928.01928.01928.01929.01929.01929.01930193019301931.01931.01931.01932.01932.01932.01933.01933.01934.01934.0193519351936.01936.01937.01937.01938.01938.01938.01939.01939.01939.01940194019401941.01941.01941.01942.01942.01943.01943.01944.01944.0194519451946.01946.01947.01947.01947.01948.01948.01949.01949.01949.01950195019501951.01951.01951.01952.01952.01952.01953.01953.01954.01954.0195519551956.01956.01957.01957.01958.01958.01959.01959.01959.0196019601960 1961.01962.01963.01964.019651966.01967.01968.01969.019701971.01972.01973.01974.019751976.01976.01977.01978.01979.0198019801981.01982.01983.01984.01985INV=1884.99’ 48" RCP 48" RCP 36" RCP12" HDPE18" CMP18" CMP48" RCP 48" RCP 15" CMP12" CMP 18" HDPE18" HD P E SCRUB SCRUB SCRUB SCRUB WOODS PAVED DI TCHPAVED D ITCH GRGR BST GRAVEL BSTGRAVEL WD FT BR IDGE BST BST CHERRY MTN. LN. 12’ ASPHALT 8’ G R A V E L D R GRAVEL DRPOOL S OI L/ GRAVE L RDMTL MTL MTL MTL MTL ROBERTO FONCECA ROBERT BRISTOL BARBARA CONWAY JAMES BOOKER SUSAN MORTON TODD SHUTLEY WALLACE LEDFORD MONA BRADSHAW LINDA OWENBY LYNN E. WALDROUP DI D ID IDI DI 60.00’ E XI S TI NG R/WE XIS TI NG R/W60.00’80.00’EXISTING R/W EXISTING R/W 100.00’EXISTING R/W 60.00’EXISTING R/W 65.00’EXISTING R/W BRANCH HHF/O SPLICE BOXF/O SPLICE BOXJUSTIN R CHERRY 10’ GRAVEL B O Y D S PR A Y ER W A YGRAVEL SR 1118 CHERRY RDJ C CHERRY EDWARD LYON JUDY HELMS WOODS WOODS WOODS WOODS WOODS SCRUB SCRUB WOODS WOODS WOODS WOODS WOODS SCRUB SCRUB SCRUB CHERRYWOOD CIR. NC 69 28’ BST NC 69 4 4 ’ BST 70 75 77 78 79 81 82 83 85 86 WOODS LINDA OWENBYANNA B. GUTHRIE TRUSTEE 80 W MICHAEL L. JONES MICHAEL L. JONES 84 84A TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 16MATCH LINE -L- STA. 167+50SEE SHEET NO. 14MATCH LINE -L- STA. 155+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 15A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh15_wContours.dgn4:37:56 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 32 OF 45 PERMIT DRAWING 160 16 5 155 155 10 15 ON NATIONAL REGISTER OF HISTORIC PLACES PARCELS 78 & 79 DETERMINED ELIGIBLE FOR LISTING NAD 83 NA 2011 -Y16- POT 11+00.00 BEGIN CONSTRUCTION -Y17- POT 11+00.00 BEGIN CONSTRUCTION -DR161- POC 12+75.00 END CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS INTERSECTION DETAILS SEE SHEET ? FOR -Y16- & -Y17- SEE SHEET 38 FOR -DR161- PROFILE SEE SHEET 35 FOR -Y16- & -Y17- PROFILES SEE SHEET 27 FOR -L- PROFILE HW BDO2GI BDO RETAIN 1501 EX 18" RCP-IV 15" RCP-IV CB-F 15" RCP- I V 15 " RC P -IV RCP-IV 15" CB-F SEE DETAIL TP1 TOE PROTECTION CB-F CB-F CB-F CB-F RCP-III30" -L- STA 164+50 to 168+30 RT -L- STA 162+10 to 164+50 RT SEE RDWY STD. 240.01 BERM DITCH D IC B -FREMOVE RETAIN RETAIN REMOVE REMOVE REMOVE ELBOWS w/15"2 4 " RETAIN REMOVE EX. 36" RCP DI, & 9’+/- REMOVE HW, RCP-I V1 5"18"R EM O V E REM OVE LATERAL ’V’ DITCH ( Not to Scale) 2:1 2:1 D b d 1"/Ft. FROM -Y17- STA. 12+14 TO 12+85 RT b= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.1 Ft. Type of Liner= Coir Fiber Matting DETAIL LV1 Ground Natural Slope Fill GOOD CONDITION CONDITION PIPES IN GOOD 15 " RCP -IV 48" RCP-III EXTEND DUAL COLLAR AND w/ ELBOWS15" CB-G 15" RCP-IV 15" RCP-IV CB -G CB -F CB -F 15" RCP- IV 15" RCP -IV ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM -Y17- STA. 12+91 TO STA. 15+30 RT DETAIL TP1 Type of Liner= Class B Rip-Rap d= 1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE SEE PSH 2D-2 ENERGY DISSIPATOR NATURAL ROCK RETAIN SEE PSH’S 2D-1 AND 2D-2 NATURAL CHANNEL RELOCATION to 160+25 RT -L- STA 154+75 SEE RDWY STD. 240.01 BERM DITCH HW EST 36 SY COIR FIBER EST 51 CY DDE SEE DETAIL LV1 LATERAL V DITCH ( Not to Scale) PIPE OUTLET CHANNEL DETAIL PR1 FROM -Y17- STA. 12+70 (39’ LT) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 13 Tons of Class I Rip-Rap d= 3 Ft. Length= 10 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2:1 TO TI Ed EST 100 SY GEOTEXTILE EST 41 TONS CL I RIP RAP SEE DETAIL SC1 SPECIAL CUT V DITCH TTTTC F C C C F F C F F F C C C C F C C C F F F F F F F F F F F F F C C C F F C C F C C C C SITE 12 SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 13 SURFACE WATER TEMP IMPACTS TO SURFACE WATER TEMP IMPACTS TO DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 35A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS32.dgn4:38:05 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1,830 1,840 1,850 1,860 1,870 10 11 12 13 14 15 16 10 11 12 13 1,900 1,910 1,920 1,930 1,940 1,950 1,850 1,860 1,870 1,880 1,890 13101112 10 11 12 13 14 15 1,900 1,910 1,920 1,930 1,940 1,950 1,960 1,840 1,840 1,850 1,860 1,870 1,880 1,890 1,820 1,810 1,810 1,830 1,840 1,850 1,860 1,870 1,820 SHEET 33 OF 45 PERMIT DRAWING-Y14- (-)2.0000% PI = 11+50.00 EL = 1,944.65’(-)5.5289% (+)4.2000% VC = 170’ K = 17 EL. 1,951.62’ -L- STA. 147+90.00 -Y15- STA. 10+00.00 EL. 1,950.87’ -L- STA. 147+90.00 (37.50’ RT) -Y15- STA. 10+37.50 BEGIN GRADE EL. 1,949.90’ -Y14- STA. 12+75.00 END GRADE V = STOP SEE SHEET 14 FOR DESIGN (+) 2.99% (+) 11.95% EL. 1,934.13 -Y14- STA. 11+42 RT BEGIN LATERAL 4’ BASE DITCH EL. 1,941.06 -Y14- STA. 12+00 RT END LATERAL 4’ BASE DITCHEL. 1,944.23-Y14- STA. 11+75 LTBEGIN SPECIAL CUT V DITCHEL. 1,947.22-Y14- STA. 12+75 LTEND SPECIAL CUT V DITCH18" CMP EXISTING 30" RCP-IV DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1946.7 = 26 = 50+ = 25 = 19 = 1946.3 = 30 = 1946.8 = 13 -Y14- Sta. 11+75 -Y15-(-)4 .0000% (+)0.9804% PI = 10+65.00 EL = 1,921.60’ PI = 11+85.00 EL = 1,951.20’ (+)2 4 .6 6 6 7 %(+)20.3333% EL. 1,922.93’ -L- STA. 153+50.00 -Y15- STA. 10+00.00 EL. 1,921.35’ -L- STA. 153+50.00 (39.50’ RT) -Y15- STA. 10+39.50 BEGIN GRADE EL. 1,954.25’ -Y15- STA. 12+00.00 END GRADE VC = 30’ K = 1 VC = 30’ K = 7 SEE SHEET 14 FOR DESIGN -Y16- PI = 11+70.00 EL = 1,883.50’ (+)3.7143% VC = 80’ K = 215 PI = 13+10.00 EL = 1,889.22’ (+)4.0857% (+)0.3081%(-)4 .0005% EL. 1,880.90’ -Y16- STA. 11+00.00 BEGIN GRADE EL. 1,887.87’ -L- STA. 159+90.00 -Y16- STA. 13+96.18 EL. 1,889.37’ -L- STA. 159+90.00 (37.50’ LT) -Y16- STA. 13+58.68 END GRADE VC = 50’ K = 13 V = 75 mph V = STOP SEE SHEET 15 FOR DESIGN(-) 3. 2 0% (SUBJECT TO CHANGE) EL. 1,867.74 -Y16- STA. 11+76 LT BEGIN CHANNEL CHANGE (SUBJECT TO CHANGE) EL. 1,860.00 -Y16- STA. 13+23 LT END CHANNEL CHANGE -Y17- EL. 1,854.54’ -Y17- STA. 11+00.00 BEGIN GRADE EL. 1,862.71’ -L- STA. 166+20.00 -Y17- STA. 16+24.21 EL. 1,864.21’ -L- STA. 166+20.00 (37.50’ LT) -Y17- STA. 15+86.71 END GRADE V = 25 mph V = STOP PI = 12+70.00 EL = 1,846.72’(-)4 .6 0 0 0% VC = 305’ K = 26 PI = 15+10.00 EL = 1,863.80’ (+)7.1167% (+)0.5345% VC = 80’ K = 12 (-)4 .0000% SEE SHEET 15 FOR DESIGNEL. 1,846.20-Y17- STA. 12+14 RTBEGIN LATERAL V DITCH EL. 1,844.37-Y17- STA. 12+85 RTEND LATERAL V DITCH(-) 2.58% 48" RCP 2 @ EXISTING 30" CMP48" CMP18" HDPE15" HDPE15" HDPE 12" HDPE30" HDPE 30" HDPE 15" CMP 24" HDPE INV=1820.38’ WOODS WOODS WOODS WOODS WOODS WOODS BST BST BST GRAVELBST RIPRAPBST CONC. PAD WELL GATE GRAVE L DI DI KENNETH WOODARD SR HYER PROPERTIES LLC WOODARD PROPERTY MANGT LLC EDWARD CLARK JOHN E CLEMONS III ROBERT TURNER JR DANIEL H BURCH RAINWATER INVESTMENTS LLC 20.00’ ABC BOARD OF CLAY COUNTY 163 164 174 177100.00’100.00’EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W 125.00’EXISTING R/W EXISTING R/W B L AI R C R E E KH H T BLUE RIDGE MOUNTAIN EMCNC 69 41’ BST NC 69 43’ BST W/SIGN PLANTER SIGN 94 89 95 96 97 98 99 101 102 105 100 130 FRANCES LEE WHITE LIFE ESTATE FRANCIS H GARRETT WOODARD TRUSTEE KENNETH W TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 16MATCH LINE -L- STA. 178+50SEE SHEET NO. 18MATCH LINE -L- STA. 190+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh17_NOcontours.dgn4:38:13 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 34 OF 45 PERMIT DRAWING 180 190185190 NAD 83 NA 2011 -L- STA. 188+25.00 (53.75’ LT) END RETAINING WALL 3 PROP. RETAINING WALL 3 SEE SHEET 28 FOR -L- PROFILE NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS -L- STA. 186+60.00 (70.00’ LT) BEGIN RETAINING WALL 3 -L- STA. 186+75.00 (53.75’ LT) RETAINING WALL 3 CR CR CR CR CR CR CR CR CR CR CR PIPE (NOT SURVEYED) CB-E CB-E DI GRADE TO DRAIN 2GI HW 2GI-A CB-F DI CB-E CB-F CB-F CB-G CB-E 60" RCP- III 15" RCP-IV 18" RCP-III CB-F CB-F CB-G 15" RCP-IV 15" RCP-IV CB-GCB-G CB-G 15" RCP-IV 18" CSP REMOVE REMOVE SEE DETAIL SLV1 SPECIAL LATERAL V DITCH SEE DETAIL SLV1 SPECIAL LATERAL V DITCH RETAIN RETAIN REMOVE RETAIN REMOVE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 178+50 TO 180+00 RT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.1 Ft. Min. D= 1.7 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE 24" 15"RCP-I V15"15" RCP-IV 15" 15" 15" 15" REMOVE 15" UNKNOWN (NOT SURVEYED) PIPE SIZE & LOCATION UNKNOWN (NOT SURVEYED) PIPE SIZE & LOCATION ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D FROM -L- STA. 181+17 TO 183+50 LT FROM -L- STA. 181+39 TO 183+50 RT Min. D= 1.5 Ft. DETAIL SLV1 Ground Natural Flatter4:1 or Slope Fill CB-F15" RCP-III REMOVE 24" RCP-IV RCBC EXTENSION PROPOSED 8’ x 5’ 15"RCBC EXTENSION PROPOSED 3 @ 10’x8’ RCBC EXTENSION PROPOSED 3 @ 10’x8’ b d D ( Not to Scale) B CHANNEL CHANGE 1"/Ft.Ground Natural Ground Natural Exist. ChannelGEOTEXTILE Retaining Wall Proposed 1.5:1FROM -L- STA. 186+95 TO 187+95 LT DETAIL CC5 EST. 40 SY GEOTEXTILE EST. 34 TONS (TIE INTO EXISTING RIP RAP) CLASS I RIP RAP BRIDGE CONC. ABAND. REMOVE 60" RCP-III Type of Liner= Class I Rip Rap 1.5:1 b= 2 Ft. B= 5 Ft. Max. d= 11 Ft. Min. D= 4 Ft.15" RCP-IVCB-F JB w/SLAB LID 480 SY GEOTEXTILE EST. 440 TONS SEE DETAIL CC5 W/ CLASS I RIP RAP W/ FLOODPLAIN BENCH PERMANENT CHANNEL CHANGE 15" RCP-IV SLAB LID JB w/48" WELDED STLTRENCHLESS INSTALLEST. 64 SY GEOTEXTILE EST. 55 TONS W/ CLASS I RIP RAP FLOODPLAIN BENCH18"48" RCP-III 48" RCP-III ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L- STA. 181+25 TO STA. 181+54 RT DETAIL E1 Grade Ditch 1.5’ GEOTEXTILE Geotextile= 45 sy Type of Liner= 30 TONS,CL I Rip-Rap 10’min. 1.0’min. EST. 164 SY GEOTEXTILE EST. 56 TONS CL B RIP RAP EST. 136 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH 15" 17 T T T T CC T T T CACASIGN DISTURB DO NOT DO NOT DISTURB FENCE. RELOCATED BY OTHERS. CHAINLINK FENCE TO BE EC AREA EC AREA F F F F F F F F F FF F F F F F F F F FF F SITE 14 SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 14 SITE 15SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 15 1814.01814.01814.0 1814.0 18151815 1815181518151815 18151816.01816.01816.01816.01816.0 1816.01816.01816.0 1816.01817.01817.01817.01817.01817.0 1817.0 1817.01817.01817.01817.01818.01818.0 1818.01818.01818.01818.01818.01818.01818.01818.0 1819.01819.0 1819.01819.01819.01819.01819.01819.01819.01819.01819.01819.0 1820 18201820 18201820 182018201820182018201820 1821.0 1821.01821.01821.0 1821.01821.01821.01821.01821.01821.01821.01821.0 1821.0 1821.0 1821.0 1822.0 1822.01822.01822.01822 .01822.01822.01822.01822.01822.0 1822.01822.01823.0 1823.0 1823.0 1823.0 1823.01823.01823 .01823.01823.01823.01823.01823.01823.01823.0 1823.0 1823.01823.01823.0 1823.01823.01823.01823.01823.0182 3.01823.0 1823.01823.0 1823.0 1823.0 1823.0 1824.0 1824.0 1824.01824.0 1824.0 1824.01824.01824.01824.01824.01824.01824.01824.01824.01824.0 1824.01824.01824.0 1824.01824.01824.01825 1825 182518251825 1825 18251825182518 251825 1825182518 2 51825 182518251825 1825 1825 18251825 1825 1826.01826.0 1826.01826.01826.01826.0 1826.01826.0 1826.01826.01826.01826.0 1826.0 1826.01826.01826.01826.01826.0 1826.01826.01826.01826.01826.0 1826.01826.0 1826.01826.01827 .0 1827 .0 1827.0 1827.01827.0 1827.0 1827.01827.0 1827.01827.0 1827.01827.01827.01827.018 2 7.0 1827.0 1827.0 1827.0 1827.0 1827.01827.0 1827.0 1827.01827.01827.01827.0 1828.01828.01828.0 1828.01828.01828.0 1828.01828.01828.0 1828.01828.01828.01828.01828.01828.0 1828.0 1828.0 1828.01828.01828.01828.0 1828.01828.0 1828.0 1828.0 1828.0 1829.018 29.0 1829.0 1829.01829.0 1829.01829.0 1829.01829.0 1829.01829.01829.01829.01829.01829.0 1829.0 1829.0 1829.0 1830 183018301830183018301830 18301830 183018301830 183018301830 1831.01831.0 1831.0 1831.0 1831.0 18 3 1. 0 1831 .0 1831.0 1831.01831.01831.01831.0 1831.01831.01831.0 1831.0 1831.0 1832.0 1832.0 1832.0 1832.01832.0 1832.0 1832.01832.01832.0 1832.0 1832.01832.01832.0 1832.01832.01832.01832.01832.0 1832.0 1833.01833.01833.01833.0 183 3.01833.01833.0 1833.0 1833.01833.0 1833.01833.0 1833.0 1833.0 18 33.0 183 3.0 1833.01833.0 1834.01834.01834.01834.01834.01834.0 1834.01834.0 1834.0 1834.0 1834.0 1834.0 1834.0 1834.0 1835183518351835 183518351835 1835 1835 1835 18351835 1835 1835 1836.01836.0 183 6.0 1836.0 1836.0 1836.0 1836.01836.01837.0 1837.01837.01837.0 1837.0 1837.0 1838.01838.0 18 38.0 1838.0 1838.0 1838.0 1839.0 1839.01839.0 1839.0 1840 1840 18401840 1841.0 1841.0 1841.0 1841.0 1842.0 1842.0 1842.0 18 4 3.0 1843.0 1843.0 1844.0 1844.0 1844.018451845 18451846.0 1846.0 1846.0 18 4 7.0 1847.0 1847.01848.01848.0 1848.01849.0 1849.0 1849.018 5 0 1850 1851.0 1851.0 1852.01852.0 1853.01853.0 18 5 4.01854.0 18551855 1856.01856.0 1857.0 1857.01858.0 1858.0 1859.0 18 5 9 .0 1860 1861.0 1862.0 1863.01864.01865 1866.0 1866.01867.0 18 67.01868.01868.018 6 9.0 1870 1871.0 30" CMP48" CMP18" HDPE15" HDPE15" HDPE 12" HDPE30" HDPE 30" HDPE 15" CMP 24" HDPE INV=1829.03’ INV=1824.61’ INV=1826.35’ INV=1824.52’ INV=1823.20’ INV=1821.65’ INV=1821.39’ INV=1820.38’ WOODS WOODS WOODS WOODS WOODS WOODS BST BST BST GRAVELBST 8"CURB RIPRAPBST CONC. PAD WELL GATE GRAVE L MTL MTL MTL MTL MTL DI DI KENNETH WOODARD SR HYER PROPERTIES LLC WOODARD PROPERTY MANGT LLC EDWARD CLARK JOHN E CLEMONS III ROBERT TURNER JR DANIEL H BURCH RAINWATER INVESTMENTS LLC 20.00’ ABC BOARD OF CLAY COUNTY EIP EIP EIPEIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 166 167 168 169 170 171 172 175 176 178 179 180 100.00’100.00’EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W CPMTL MON. R/W MON. R/W MON. R/W 125.00’EXISTING R/W EXISTING R/W B L AI R C R E E KH H T BLUE RIDGE MOUNTAIN EMCNC 69 41’ BST NC 69 43’ BST W/SIGN PLANTER SIGN 94 89 95 96 97 98 99 101 102 105 100 130 FRANCES LEE WHITE LIFE ESTATE FRANCIS H GARRETT WOODARD TRUSTEE KENNETH W SIGN WD TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 16MATCH LINE -L- STA. 178+50SEE SHEET NO. 18MATCH LINE -L- STA. 190+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh17_wContours.dgn4:38:23 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 35 OF 45 PERMIT DRAWING 180 190185190 NAD 83 NA 2011 -L- STA. 188+25.00 (53.75’ LT) END RETAINING WALL 3 PROP. RETAINING WALL 3 SEE SHEET 28 FOR -L- PROFILE NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS -L- STA. 186+60.00 (70.00’ LT) BEGIN RETAINING WALL 3 -L- STA. 186+75.00 (53.75’ LT) RETAINING WALL 3 CR CR CR CR CR CR CR CR CR CR CR PIPE (NOT SURVEYED) CB-E CB-E DI GRADE TO DRAIN 2GI HW 2GI-A CB-F DI CB-E CB-F CB-F CB-G CB-E 60" RCP- III 15" RCP-IV 18" RCP-III CB-F CB-F CB-G 15" RCP-IV 15" RCP-IV CB-GCB-G CB-G 15" RCP-IV 18" CSP REMOVE REMOVE SEE DETAIL SLV1 SPECIAL LATERAL V DITCH SEE DETAIL SLV1 SPECIAL LATERAL V DITCH RETAIN RETAIN REMOVE RETAIN REMOVE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM -L- STA. 178+50 TO 180+00 RT DETAIL LB1 b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.1 Ft. Min. D= 1.7 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE 24" 15"RCP-I V15"15" RCP-IV 15" 15" 15" 15" REMOVE 15" UNKNOWN (NOT SURVEYED) PIPE SIZE & LOCATION UNKNOWN (NOT SURVEYED) PIPE SIZE & LOCATION ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D FROM -L- STA. 181+17 TO 183+50 LT FROM -L- STA. 181+39 TO 183+50 RT Min. D= 1.5 Ft. DETAIL SLV1 Ground Natural Flatter4:1 or Slope Fill CB-F15" RCP-III REMOVE 24" RCP-IV RCBC EXTENSION PROPOSED 8’ x 5’ 15"RCBC EXTENSION PROPOSED 3 @ 10’x8’ RCBC EXTENSION PROPOSED 3 @ 10’x8’ b d D ( Not to Scale) B CHANNEL CHANGE 1"/Ft.Ground Natural Ground Natural Exist. ChannelGEOTEXTILE Retaining Wall Proposed 1.5:1FROM -L- STA. 186+95 TO 187+95 LT DETAIL CC5 EST. 40 SY GEOTEXTILE EST. 34 TONS (TIE INTO EXISTING RIP RAP) CLASS I RIP RAP BRIDGE CONC. ABAND. REMOVE 60" RCP-III Type of Liner= Class I Rip Rap 1.5:1 b= 2 Ft. B= 5 Ft. Max. d= 11 Ft. Min. D= 4 Ft.15" RCP-IVCB-F JB w/SLAB LID 480 SY GEOTEXTILE EST. 440 TONS SEE DETAIL CC5 W/ CLASS I RIP RAP W/ FLOODPLAIN BENCH PERMANENT CHANNEL CHANGE 15" RCP-IV SLAB LID JB w/48" WELDED STLTRENCHLESS INSTALLEST. 64 SY GEOTEXTILE EST. 55 TONS W/ CLASS I RIP RAP FLOODPLAIN BENCH18"48" RCP-III 48" RCP-III ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L- STA. 181+25 TO STA. 181+54 RT DETAIL E1 Grade Ditch 1.5’ GEOTEXTILE Geotextile= 45 sy Type of Liner= 30 TONS,CL I Rip-Rap 10’min. 1.0’min. EST. 164 SY GEOTEXTILE EST. 56 TONS CL B RIP RAP EST. 136 CY DDE SEE DETAIL LB1 LATERAL 2’ BASE DITCH 15" 17 T T T T CC T T T CACASIGN DISTURB DO NOT DO NOT DISTURB FENCE. RELOCATED BY OTHERS. CHAINLINK FENCE TO BE EC AREA EC AREA F F F F F F F F F FF F F F F F F F F FF F SITE 14 SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 14 SITE 15SURFACE WATER PERM IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SITE 15 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 28A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS35.dgn4:38:33 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 168 169 170 171 172 173 174 175 176 177 178 1,800 1,810 1,820 1,830 1,840 1,850 1,860 1,870 1,880 1,890 1,800 1,810 1,820 1,830 1,840 1,850 179 180 181 182 183 184 185 186 187 188 189 190 1,790 1,800 1,810 1,820 1,830 1,840 1,850 1,860 1,870 1,880 1,790 1,800 1,810 1,820 1,830 1,840 1,850 1,860 1,870 1,880 SHEET 36 OF 45 PERMIT DRAWING (-)3 .8412% PI = 169+00.00 EL = 1,851.95’ ( - )3 .5328% VC = 100’ K = 324 PI = 175+10.00 EL = 1,830.40’ VC = 340’ K = 105 (-)0.3091% V = 50 mph -L- V = >80 mph SEE SHEET 16 FOR DESIGN EL. 1,848.12’ -L- STA. 170+73.04 (45.95’ RT) SPIKE IN BASE OF POWER POLE BM #15 EL. 1,820.54 -L- STA. 178+50 RT BEGIN LATERAL 2’ BASE DITCH (-)0.3091% PI = 180+60.00 EL = 1,828.70’ (+)0.3091% VC = 100’ K = 162 PI = 183+90.00 EL = 1,829.72’ (+)1.1462% VC = 160’ K = 191 PI = 186+50.00 EL = 1,832.70’ VC = 100’ K = 193 (+)1.6638% V = 70 mphV = 70 mphV = 65 mph -L- O60 SKEW -L- STA. 179+58 PROP. EXTENSION (LT. & RT.) 3 @ 10’ x 7’ RCBC EXISTING O105 SKEW -L- STA. 186+81 PROP. EXTENSION (LT. & RT.) 8’ x 5’ RCBC EXISTING SEE SHEET 17 FOR DESIGN EL. 1,828.86’ -L- STA. 183+84.63 (40.81’ LT) PAINTED BOLT ON FIRE HYDRANT BM #16 (+) 1.57% EL. 1,822.00 -L- STA. 181+39 RT BEGIN SPECIAL LATERAL V DITCH EL. 1,825.32 -L- STA. 183+50 RT END SPECIAL LATERAL V DITCH (+) 0.48%EL. 1,824.00-L- STA. 181+17 LTBEGIN SPECIAL LATERAL V DITCHEL. 1,825.11 -L- STA. 183+50 LT END SPECIAL LATERAL V DITCH EL. 1,820.54 -L- STA. 178+50 RT BEGIN LATERAL 2’ BASE DITCH EL. 1,818.00-L- STA. 186+56 RTEND TAIL BASE DITCHEL. 1,817.84 -L- STA. 186+38 RT BEGIN TAIL BASE DITCH (+) 0.38% (+) 0.22% (-) 2 .77% (-) 0.50% EL. 1,818.32 -L- STA. 179+30 RT EL. 1,819.26-L- STA. 186+95 LTBEGIN CHANNEL CHANGEEL. 1,819.50-L- STA. 188+05 LTEND CHANNEL CHANGEEL. 1,817.97-L- STA. 180+00 RTEND LATERAL 2’ BASE DITCHDESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 1120 = 50 = 1823.4 = 1330 = 100 = 1824.1 = 2050 = 500+ = 1829.3 BURIED 1’ SKEW 108 60" WELDED STL DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 350 = 50 = 1826.3 = 400 = 100 = 1827.6 = 500 = 100+ = 1831.4 1820 1830 1840 150100500-50-100-150 1810 OF BANK LEFT TOP OF BANK RIGHT TOP OF BANK RIGHT TOP OF BANK LEFT TOP2:1L (NOR MAL) 2:1 BURY INVERT 1’ SLOPE=1.06% INVERT EL.=1815.93 EX. CULVERT C DECK TO BE REMOVED ABANDONED BRIDGE BURY INVERT 1’ SILL AT ENTRANCE SILL AT EXIT EXISTING STREAM BED PROP. SLOPE=.7% =1.2% PROP. SLOPE PAST SCOUR HOLE EXTEND TOE WALL SKEW 60 G.P. EL. = 1829.02 APROX. 38’ UPSTREAM AND 49’ DOWNSTREAM W/ 3@ 10’X8’ RCBC (BURIED 1’) W/ TOP BEVEL EXTEND EXISTING 3@ 10’X7’ RCBC C STA. -L- 179+58L (AT US FACE OF EXISTING CULVERT) NWS EL.=1817.8’ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_CSR_Blair Creek.dgn4:54:21 PM8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED A-0011C SHEET 37 OF 45 PERMIT DRAWING BLAIR CREEK 9/13 (NOT TO SCALE) PLAN VIEW SILLBENCH FLOODPLAIN GEWLAHT 10’ 1’ SILL GEWLAHT 10’ X 7’ RCBC EXISTING 3 @ BENCH FLOODPLAIN SILLS AT INLET AND OUTLET 10’10’ DETAIL SB1 SILL SILL SILL 1’ 1’ 1’ 1’ 1’ TO EXISTING CULVERT FILL SILL HEIGHT FEATHERED NATIVE MATERIAL TO BACK FILL WITH EXISTING FILL IN PLACE CULVERT BARRELS TO HOLD SILL AT FACES OF EXISTING 1’1’ 2.2’ 8’8’ AND FLOOD PLAIN BENCH LOW FLOW CHANNEL,SILLS SKEWED MULTI- BARREL CULVERT ENGINEER. 5) NUMBER OF SILLS DETERMINED BY THE ABOVE BANK FULL. 4) DO NOT SET ELEVATION OF HIGH SILLS FLOW CHANNEL OF STREAM. (THALWEG) MATCH STREAM BED ELEVATION IN LOW 3) TOP OF LOW FLOW SILLS SHOULD SEPARATELY AND ATTACHED BY DOWELS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST PERMIT CONDITIONS. THE ENGINEER AND MAY BE SUBJECT TO MATERIAL IS SUBJECT TO APPROVAL BY FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE ON TOP TO FILL VOIDS AND PROVIDE A BARREL(S), NATIVE MATERIAL SHOULD BE PLACED USED TO LINE THE HIGH FLOW CULVERT FLOW CULVERT BARREL(S). IF RIP-RAP IS THE NATIVE BED MATERIAL IN THE HIGH BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT BE USED TO LINE THE LOW FLOW CULVERT EXCAVATED FROM THE STREAM BED MAY CONSTRUCTION. ONLY MATERIAL THAT IS FLOODPLAIN AT THE PROJECT SITE DURING EXCAVATED FROM THE THE STREAM OR MATERIAL CONSISTS OF MATERIAL THAT IS CONTINUOUS LOW FLOW CHANNEL. NATIVE AND EXIT IN THE CULVERT SHALL PROVIDE A 1) NATIVE MATERIAL BETWEEN SILLS AT ENTRANCE *NOTES: IN LOW FLOW BARRELS, BAFFLES NOT REQUIRED CULVERT EXTENSIONS BURIED 1’. DUE TO FLAT CULVERT EXTENSION SLOPES (MATCHING STREAM SLOPE) BEVELED HW -150 -100 -50 0 50 100 150 1840 1830 1820 1810 EXISTING GROUND OF BANK RIGHT TOP OF BANK LEFT TOP L SLOPE=1.45% INVERT EL.=1817.67 EX. CULVERT C PROPOSED RETAINING WALL 3 2:1 (NORMAL) OF EX. RCBC SILL AT EXIT SILL AT ENTRANCE =0.3% PROP. SLOPE =0.3% PROP. SLOPE SILL AT EXIT CHANNEL EXCAVATION OBS. 3/21/18)(FIELD NWS EL.=1820’PROPOSED CHANNEL (TO BE EXTENDED) EXISTING 1 @ 8’ X 5’ RCBC LEFT TOP OF BANK RIGHT TOP OF BANK RCP III BEGIN 48" SILL AT ENTRANCE OF EX. RCBC BEGIN 48" WELDED STEEL 48" OVERFLOW PIPE SKEW 105 SUPPLEMENT W/ 1@48" WELDED STEEL APPROX. 20’ UPSTREAM AND 34’ DOWNSTREAM (BURIED 1’) EXTEND EX. 1 @ 8’X5’ RCBC W/ TOP BEVEL G.P. EL. = 1833.45 C STA. -L- 186+95 (AT UPSTREAM FACE)L SHEET 38 OF 45 PERMIT DRAWING TO BLAIR CREEK UNNAMED TRIB DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INV. 1819.1 8’X5’ RCBC EXTENSION) 18" CSP (OUTLET IN STREAM BED EXISTING 8’ X 5’ RCBC EXISTING 1 @ SILLSILL 9/13 (NOT TO SCALE) PLAN VIEW CHANNEL AND SILLS LOW FLOW SINGLE BARREL CULVERT 1’ 5’ 8’ 1’ ENGINEER. 4) NUMBER OF SILL/BAFFLES DETERMINED BY THE ELEVATION IN LOW FLOW CHANNEL OF STREAM. 3) TOP OF SILLS SHOULD MATCH STREAM BED SEPARATELY AND ATTACHED BY DOWELS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST AND MAY BE SUBJECT TO PERMIT CONDITIONS. IS SUBJECT TO APPROVAL BY THE ENGINEER DURING CONSTRUCTION. NATIVE MATERIAL FROM THE STREAM BED AT THE PROJECT SITE CONSISTS OF MATERIAL THAT IS EXCAVATED LOW FLOW CHANNEL. NATIVE MATERIAL IN THE CULVERT SHALL PROVIDE A CONTINUOUS 1) NATIVE MATERIAL BETWEEN SILLS *NOTES: NATIVE MATERIAL RCBC EXTENSTION PROPOSED 1 @ 8’ X 5’ RCBC EXTENSTION PROPOSED 1 @ 8’ X 5’ DETAIL S1 SILLS AT INLET AND OUTLET 48" RCP 48" RCP BENCH FLOODPLAIN BENCH FLOODPLAIN 1.0’ 1.0’ BEVELED HW A-0011C 15" HDPE18" HDPE30" HDPE 15" HDPE 15" HDPE18" HDPE18" HDPE 18" HDPE 18" HDPE 18" HDPE15" HDPE18" HDPE15" HDPE1 5 " HDPE36" CM P60" RCP24" HDPE 1 8" CMP12" HDPE 18" HDPE18 " HDPE 18" HDPE 15" HDPE 18" CMP 18" CMP 15" HDPE 15" CMP WOODS WOODS WOODS WOODS WOODS SCRUBSCRUB SCRUB WOODS BRANCHPAVED DITCHASPHALTASPHALT 3’ WD P/R 8" CURB PAVED DITCH 6’ C/L W/ BW 8" CURB8" CURB 3’ WD 3’ WD FENCE5’ PANEL4’ MTL P/R4’ MTL P/R4’ MTL P/R DI WELL GRAVEL BST GRAVEL 6’ C/L W/ 3S BW 6’ C/L W/ 3S BW6’ C/L W/ 3S BWBSTBST BST BST 3’ WD P/R MTL MTL DI DI DI DIDI DI DI DI DI DI DI DI DI DI DI LEMARC LLC REBECCA GARRETT UNION GENERAL HOSPITAL INC LTCG LLC NORMAN McCONNELL NORMAN McCONNELL CLINT&JULIE LEDFORD LLC SIXTY FOUR PARTNERSHIP LLCBLUE RIDGE MOUNTAIN EMC 60.00’192 70.00’60.00’50.00’60.00’PAVED DITCH EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 4 SE E XIS TI NG R/WE XIS TI NG R/W3’ WD T H H H H H HH HH H H H H H TVA POWER LINE EASEMENT DB 37 PG 230DIDI DIDI DI 36" CMP30" HDPE 18 6 G R GR T 75.00’TVA POWER LI NE EASEMENT DB 3 7 PG 2 3 0 FRED ROWLAND S R 1120 WAL D R O UP R D 18’ ASP H ALT SR 11 2 0 WALDROUP RD1 8’ ASPHALTRAINWATER INVESTMENTS LLC BLUE RIDGE MOUNTAIN EMCEND LOCATI ON UNKNOWN3’ WD P/R NC 69 50’ BST NC 69 44’ BST SIGNMcCRAYDEREK D.SUPPLY CO., INC. WARNER ROBINS 101 102 103 104 106 105 107 109 110 111 112 108 BURCH DANIEL NICHOLS THOMAS B. SUSAN S. FISK WOODARD TRUSTEE KENNETH W TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 17MATCH LINE -L- STA. 190+00SEE SHEET NO. 19MATCH LINE -L- STA. 202+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 18A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh18_NOcontours.dgn4:38:41 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 39 OF 45 PERMIT DRAWING 190 200 195190 1515 NAD 83 NA 2011 -Y18- POT 15+25.00 END CONSTRUCTION -Y19- POT 13+25.00 BEGIN CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SEE SHEET ? FOR -Y19- INTERSECTION DETAIL SEE SHEET 36 FOR -Y18- & -Y19- PROFILES SEE SHEET 29 FOR -L- PROFILE THIS INFO SHOWN ON PSH 18 CR CR CR CR CR CR CR CR CR CR CR (NOT SURVEYED) DI (NOT SURVEYED)PIPEPIPE (NOT SURVEYED) (NOT SURVEYED)SOFFIT MATCH TO 36" CMP HW CB-G CB-FCB-F CB-F CB-G 4OTCB CB-GCB-G 18" RCP-III 2GI 2GI 15" 18" RCP-III 18" RCP-IV 1 5" BDO CB-F CB-G CB-G CB-G CB-G CB-G CB-F 60" RCP-IV 60" RCP-IV 18" RCP-III 18" RCP-III RETAIN 60" RCP-IV 60" RCP-IV 15" RCP-IV CB-F RCP-III 15" CB-G 18" RCP-III 2GI 18" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV -L- STA 196+25 to 197+25 RT SEE RDWY STD. 240.01 BERM DITCH 15"REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE 2GI 2GI RETAIN RETAIN RETAIN RETAIN REMOVE HW36" RCP- I I IUNKNOWN (NOT SURVEYED)PIPE SIZE & LOCATION REMOVE REMOVE 15"15" 18" REMOVE HWCB-G15" 15" 15" 15" RCP-IV 18"60" RCP- I VEST 40 CY BACKFILL EXISTING CHANNEL SEE DETAIL SC2 SPECIAL CUT V DITCH ON SHEET 19 SEE DETAIL CC1 CHANNEL CHANGE 15"REMOVERCP-IV 15" GTD AREA PLACE 2GI, EX. 36" CMP, REMOVE 26’+/- RETAIN REMOVE RCP-III18"15" RCP-I V 15 " CB-G DI TBJB w/MH TBJB w/MH RCP-IV15"SEE DETAIL SCS SPECIAL CUT SWALE EST. 3.4 CY FLOWABLE FILL EST. 62 CY DDE SEE DETAIL LV1 LATERAL V DITCH EST. 45 CY DDE SEE DETAIL LV1 LATERAL V DITCH EST. 42 SY COIR FIBER SEE DETAIL SC1 SPECIAL CUT V DITCH EST. 130 SY GEOTEXTILE EST. 69 TONS CL I RIP RAP EST. 92 CY DDE SEE DETAIL CC1 CHANNEL CHANGE C T T CACAF F F C F F C C F C C C C C C F F C C F C C F F F C C FF C C F C C F F C C F C F F F C SITE 15 SURFACE WATER PERM IMPACTS TO SITE 16 SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 17 1830 1831.0 1832.01833.01833.01833.01834.01834.0183518351836.01836.01836.01837.01837.01837.01837.0 1837.0 1837.01838.01838.01838.01838.01838.01838.01838.01838.01838.01838.018 3 9.0 1839.01839.01839.0 1839.01839.0 1839.01839.01839.018 3 9. 0 1839.01839.01839.01839.0 1839.01839.0 1839.01840184018401840 18401840 184018 4 0 1840184018401840184018401840 1840 184018401840 1840 18401841.01841.01841.0 1841.01841.018 4 1. 0 1841.01841.01841.01841.01841.01841.01841.01841.01841.0 1841.0 1841.0 1842.018 4 2. 0 1842.01842.01842.01842.01842.01842.01 8 4 2. 0 1842.01842.0 1842. 0 1842.01843.01843.01843.0 1843 .0 1843.01843.01843.01843.01843.01844.01844.018 4 4.0 1844.0 1844.01844.01844.01844.01844.0 1844.0 1844.01844.0184518451845 184518451845 18451845184518451845 18451846.01846.018 46.0 1846.01846.0 1846.01846.01846.01846.0 1846.01846.01846.0 1846.01847.01847.01847.0 1847.018 4 7.0 1847.01847.0 1847.01847.01847.01847.01847.01847.0 1847.0 1847.01848.018 48.01848.01848.0 1848.018 4 8.0 1848.0 1848.01848.01848.01848.01848.01848.01848.0 1848.0 1848.01848.01849.01849.01849.0 18 4 9.0 184 9.0 1 8 4 9. 0 1849.01849.01849.01849.0 1849.01849.01849.0 1849.0 1849.0185018501850 1 85 0 1850185 0 1850185018501850185018501850185018501851.018 51.018 51.0 1851.0 1851.01851.0 1851.0 1851.01851.01851.01851.01851.01851.01851.01851.01852.01852.01852.0185 2.01852.01852.0 1852.01852.01852.01852.01852.0 1852.01852.01852.01853.01853.0 1853.0 18 5 3.0 18 5 3. 0 1853.01853.01853.01853.01853.01853.01853.01853.01853.01853.01854.01854.0 1854.01854.0 18 5 4.0 1854.0185 4.0 1854.0 1854.01854.01854.01854.01854.01854.01854.0 1854.018551855 1855 1855185518 5 5 1855 1855 18551855185518551855185518551856.01856.0 1856.0 1856.01856.01856.0 1856.0 1856.01856.01856.01856.01856.01856.01857.01857.0 1857.0 1857.01857.0 18 5 7.0 1857 .0 1857.01857.01857.01857.01857.01857.018 57.01858.01858.0 1858.0 185 8.0 1858.01858.01858.01858.01858.01858.01858.01858.01858.0 1858.01858.0 1858.0 1858.01858.0 1858.01859.01859.0 1859.0 1859.01859.0 1859.01859.0 1859.01859.01859.01859.01859.01859.01859.01859.01859.01859.01859.0 1859.0 1859.0 1860186018601860 1860 1860 186018601860186018601860 1860 1860186018601 8 6 0 18601860 18601860 1860 1860 1860 1860 1860 1860 1861.018 61.01861.01861.0 1861.01861.0 1861.01861.01861.01861.01861.01861.01861.01861.01861.01861.01861.0 1861.0 1861.0 1861.0 1862.01862.01862.0 1862.0 1862.0 1862.0 1862.01862.0 1862.01862.01862.01862.01862.0 1862.01862.01862.0 1862.01862.0 1863.01863.01863.01863.0 18 63.01863.01863.0 1863.01863.01863.01863.018 6 3. 0 18 6 3 .0 1863.0 1864.018 64.01864.01864.0 1864.01864.0 1864.0 1864.0 1864.01864.01864.01864.01864.01864.0 1864.018651865 1865 18651865 1865186518651865186518651865 18651865 1865 1865 1866.01866.0 1866.0 1866.0 1866.0 1866.01866.01866.01866.01866.018 6 6.0 1866.01866.0 1867.01867.0 1 8 6 7. 0 1867.0 1867.0 1867.0 1867.01867.01867.01867.0 1867.01867.01867.0 1867.0 1867.0 1867.0 1867.0 1868.01868.0 1868.0 18 6 8. 0 18 6 8.0 1868.01868.01868.01868.01868.0 1868.0 1869.01869.0 1869.0 1869.01869.01869.01869.01869.01869.0 1869.01870 1870 187018701870187018701870 18701870 18701870 1871.0 1871.0 1871.01871.01871.01871.01871.01871.0 1871.0 1871.0 1872.01872.01872.01872.01872.01872.01872.01872.0 1872.0 1873.01873.01873.01873.01873.01873.01873.01874.01874.01874.01874.01874 .0 1874.01874.0 187518751875187518 7 5 187518751876.01876.01876.01876.01876.01876.01876.01877.01877.01877.01877.018 7 7.01877.01878.01878.01878.01878.018 7 8.0 1878 .0 1878.0 1879.01879.01879.01879.01879.0 1 8 7 9. 0 188018801880188018801881.01881.01881.01881.01882.01882.01882.01882.01882.01882.0 1882.0 1883.01883.01883.01883.01883.01883.01883.0 1884.01884.01884.01884.01884.01884.01884.0 1884.01884.0 1884.0 1884.0 18851885188518851885 188518851886.01886.01886.01886.0 1886.0 1887.01887.01887.01888.01888.0 1888.0 1888.01888.0 1889.018 8 9.0 1889.018901891.01891.0 1891.0 1892.01892.018 9 2. 0 1893.01893.0 1894.0 15" HDPE18" HDPE30" HDPE 15" HDPE 15" HDPE18" HDPE18" HDPE 18" HDPE 18" HDPE 18" HDPE15" HDPE18" HDPE15" HDPE1 5 " HDPE36" CM P60" RCP24" HDPE 1 8" CMP12" HDPE 18" HDPE18 " HDPE 18" HDPE 15" HDPE 18" CMP 18" CMP 15" HDPE 15" CMP WOODS WOODS WOODS WOODS WOODS SCRUBSCRUB SCRUB WOODS BRANCHPAVED DITCHASPHALTASPHALT 8" CURB PAVED DITCH T.O.B.T.O.B.S OIL 8" CURB8" CURB DUMP PAD DI WELL GRAVEL BST GRAVEL BSTBST BST BST SIGN MTL MTL DI DI DI DIDI DI DI DI DI DI DI DI DI DI DI LEMARC LLC REBECCA GARRETT UNION GENERAL HOSPITAL INC LTCG LLC NORMAN McCONNELL NORMAN McCONNELL CLINT&JULIE LEDFORD LLC SIXTY FOUR PARTNERSHIP LLCBLUE RIDGE MOUNTAIN EMC EIPEIP 60.00’EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP P K NAIL NAI L EI PEI PEIP EIP EIP NAIL 192 8" DIP 8" DIP 8" DIP 8" DIP70.00’60.00’50.00’60.00’MON. R/W PAVED DITCH EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W SEPTICMON. R/W MON. R/W E XIS TI NG R/WE XIS TI NG R/WMON. R/W SEPTI CT H H H H H HH HH H H H H H TVA POWER LINE EASEMENT DB 37 PG 230DIDI DIDI DI 36" CMP30" HDPE 18 6 G R GR T 75.00’TVA POWER LI NE EASEMENT DB 3 7 PG 2 3 0 FRED ROWLAND S R 1120 WAL D R O UP R D 18’ ASP H ALT SR 11 2 0 WALDROUP RD1 8’ ASPHALTRAINWATER INVESTMENTS LLC BLUE RIDGE MOUNTAIN EMCEND LOCATI ON UNKNOWNNC 69 50’ BST NC 69 44’ BST SIGNMcCRAYDEREK D.SUPPLY CO., INC. WARNER ROBINS 101 102 103 104 106 105 107 109 110 111 112 108 BURCH DANIEL NICHOLS THOMAS B. SUSAN S. FISK WOODARD TRUSTEE KENNETH W TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SEE SHEET NO. 17MATCH LINE -L- STA. 190+00SEE SHEET NO. 19MATCH LINE -L- STA. 202+00REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 18A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh18_wContours.dgn4:38:50 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 40 OF 45 PERMIT DRAWING 190 200 195190 1515 NAD 83 NA 2011 -Y18- POT 15+25.00 END CONSTRUCTION -Y19- POT 13+25.00 BEGIN CONSTRUCTION NOTED OTHERWISE. DRIVEWAY RADII ARE 10’ UNLESS SEE SHEET ? FOR -Y19- INTERSECTION DETAIL SEE SHEET 36 FOR -Y18- & -Y19- PROFILES SEE SHEET 29 FOR -L- PROFILE THIS INFO SHOWN ON PSH 18 CR CR CR CR CR CR CR CR CR CR CR (NOT SURVEYED) DI (NOT SURVEYED)PIPEPIPE (NOT SURVEYED) (NOT SURVEYED)SOFFIT MATCH TO 36" CMP HW CB-G CB-FCB-F CB-F CB-G 4OTCB CB-GCB-G 18" RCP-III 2GI 2GI 15" 18" RCP-III 18" RCP-IV 1 5" BDO CB-F CB-G CB-G CB-G CB-G CB-G CB-F 60" RCP-IV 60" RCP-IV 18" RCP-III 18" RCP-III RETAIN 60" RCP-IV 60" RCP-IV 15" RCP-IV CB-F RCP-III 15" CB-G 18" RCP-III 2GI 18" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV -L- STA 196+25 to 197+25 RT SEE RDWY STD. 240.01 BERM DITCH 15"REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE 2GI 2GI RETAIN RETAIN RETAIN RETAIN REMOVE HW36" RCP- I I IUNKNOWN (NOT SURVEYED)PIPE SIZE & LOCATION REMOVE REMOVE 15"15" 18" REMOVE HWCB-G15" 15" 15" 15" RCP-IV 18"60" RCP- I VEST 40 CY BACKFILL EXISTING CHANNEL SEE DETAIL SC2 SPECIAL CUT V DITCH ON SHEET 19 SEE DETAIL CC1 CHANNEL CHANGE 15"REMOVERCP-IV 15" GTD AREA PLACE 2GI, EX. 36" CMP, REMOVE 26’+/- RETAIN REMOVE RCP-III18"15" RCP-I V 15 " CB-G DI TBJB w/MH TBJB w/MH RCP-IV15"SEE DETAIL SCS SPECIAL CUT SWALE EST. 3.4 CY FLOWABLE FILL EST. 62 CY DDE SEE DETAIL LV1 LATERAL V DITCH EST. 45 CY DDE SEE DETAIL LV1 LATERAL V DITCH EST. 42 SY COIR FIBER SEE DETAIL SC1 SPECIAL CUT V DITCH EST. 130 SY GEOTEXTILE EST. 69 TONS CL I RIP RAP EST. 92 CY DDE SEE DETAIL CC1 CHANNEL CHANGE C T T CACAF F F C F F C C F C C C C C C F F C C F C C F F F C C FF C C F C C F F C C F C F F F C SITE 15 SURFACE WATER PERM IMPACTS TO SITE 16 SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 17 36" RCP12" C MP 24" CMP 15" RCP 18" RCP 18" RCP 18" RCP 18" RCP 30" RCP 15" R C P15" C MP24" RCP15" RCP12" RCP 12" RCP 12" RCP 15" R C P 15" R C P 12" HDP E 48" CMP8" HDPE8" HDPE15" HDPE15" HDPE 36 " CMP15" HDPE18" HDPE 24" RCP 12" HDPE 12" CMP SCRUBS C R U B S C R U B S C R U BWO O D SWO O D S WO O D S WOODS SCRUB SI G N CONC. WALK ASPHALT A S P H A L TAS P HAL T A S P H A L TAS P HAL TAS P H AL T A S P H A L T AS P HAL T BRANCH MT L 8" C U R B 2’ C&G 2’ C&G8" CURBASPHALT DR 60.00’A S P H A L T 70.00’50.00’90.00’ 195 198 8" DIP 8" P V C 8 " P VC8" P VC 8" P VC 8" P V C 60.00’50.00’ 4 SE 4 SE4 SE EXISTING R/W EXISTING R/W E XIS TI N G R/WEXISTING R/W EXISTING R/W EXISTING R/WSEPTICSEPTICCONC. 48" CMP 48" CMP 36" RCP36" CMPH H H H H H H H H H H H H H H H 8" C U R B 18" RCP 18" CMP8" C UR B 8" C U R B 12" R C P DI DI DI DI DI DI DI DI DI DI DI DI DI CBDI DI DI DI DI CB DI DI DI CB DI DI 68’ A S P H A L T U S 64 NC 69 41’ BST NC 69 40’ BST SIGNASPHALT 112 110 113 114 115 116 117 118 119 120 48" CMP ASPHALT ASPHALT CB JB-INACCESSIBLE48" CMP SIGN PLASTICSEE SHEET NO. 18MATCH LINE -L- STA. 202+00SEE SHEET NO. 20MATCH LINE -L- STA. 214+50SEE SHEET NO. 21 MATCH LINE -Y20- STA. 24+50REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 19A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh19_NOcontours.dgn4:38:59 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SHEET 41 OF 45 PERMIT DRAWING 210 205 15 20 NAD 83 NA 2011 CR CR CR CR CRCR DISTURB SIGN DO NOT RETAIN RETAIN CB-G 2GI 15" CB-G RETAIN RETAIN 2GI RETAIN RETAIN RETAIN CB-GCB-G CB-F CB-F P PLUG CB-G 42" RCP-III42" RCP-III 42" RCP-III HW CB-G CB-F DIDI JB w/MH Conv. DI TO RETAIN CB-G DI 15" RCP-IV 15" RCP-IV RETAIN RETAIN CB-F CB-F CB-GCB-G 2GI 15" R C P-I V 15" R C P-I V to 215+50 RT -L- STA 214+50 STD. 240.01 SEE RDWY BERM DITCH 15" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE HW REMOVE REMOVE REMOVE DI REMOVE REMOVE REMOVE REMOVE RETAIN RETAIN REMOVE RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE RETAIN R CP-I V 15" 15" CB-F SEE DETAIL PR1 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP SEE DETAIL PR1 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP 15" 24" RCP-IV15" RCP-IV CB-FCB-F CB-G CB-G CB-GCB-F CB-F CB-F CB-F 15" 18" 18" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 15" RCP- I V 15" R C P-I V 15" R C P-I V 18" RCP-IV 24" RCP-IV CB-F b 2:1d D ( Not to Scale) B CHANNEL CHANGE 1"/Ft. FROM -L- STA. 201+86 TO 202+66 RT Ground Natural b= 2 Ft. B= 3 Ft. Max. d= 1.6 Ft. Min. D= 2.2 Ft. Type of Liner= Class I Rip Rap DETAIL CC1 Ground Natural Fill Slope Proposed GEOTEXTILE Channel Exist. (BURIED 1’) 60" 15" REMOVE w/MH JB REMOVE 31’ +/- EX. 12" CMP RETAIN RETAIN RCP-IV 15" RCP-IV 18" TO 2GI EXTEND 15" 18" 8" HDPE & REMOVE 40’+/-RCP-IV 15"RCP-IV 15" RCP-IV 15" 15" 15" 24+36 LT -Y20- 23+50 TO TO EX. CUT GRADE BERM 15" R CP-III 15" 30" RCP TO CB COLLAR AND EXTEND 4’ OF EX. 30" RCP, REMOVE DI & 15" RCP-IV CB-E CB-G ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -Y20- STA. 17+33 (124’ RT) (EST. 8 TONS) -L- STA. 202+87 (80’ RT) (EST. 6 TONS) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= Tons of Class I Rip-Rap (See Below) d= 2 Ft. Length= 15 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST. 28 CY FLOWABLE FILL EST. 10 CY FLOWABLE FILL EST. 130 SY GEOTEXTILE EST. 69 TONS CL I RIP RAP EST. 92 CY DDE SEE DETAIL CC1 CHANNEL CHANGE EST. 58 SY COIR FIBER SEE DETAIL SLV1 SPECIAL LATERAL V DITCH EST. 126 SY COIR FIBER SEE DETAIL SLV1 SPECIAL LATERAL V DITCH TBDI 2GI 15" S S S S S S S T T T T T T T FF C C F F C C F F F C C F F C CFFC C C F F F F C CF F F F F F F C C C C F F F F F F F F C C culvert wetland 6ft wide linear 4ft SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 17A SITE 17A SURFACE WATER PERM IMPACTS TO SITE 17 1851.01852.01853.01853.0 1854.018551856.01856.0 1856.0 1856.01856.0 1857.0 1857.01858.0 1858.01858.01858.0 1859.0 1859.01859.01859.0 1860 1860186018601860 1860 1861.0 1861.0 1861.01861.01861.0 1861.0 1862.01862.0 1862.01862.01862.0 18 63.0 1863.0 1863.01863.01863.0 18 64.0 186 4.0 1864.01864.01864.0186518651865 1865186518651865 1866.0 1866.0 1866.01866.01866.0 1866.0 1866.01866.01867.0 1867.01867.01867.01867.01867.01867.01867.01867.0 1868.0 1868.0 1868.01868.01868.01868. 0 1868.01868.01868.01869.0 1869.01869.0 1869.01869.01869.01869.01869.01869.0 1869.0 1869 .0 1869.0 1870 1870 187018701870 187018701870 1871.0 1871.0 1871.01871.01871.01 8 7 1. 0 1871.01871.01872.0 1872.0 1872.01872.01872.01872.01872.01872.01872.0 1873.0 1873.0 1873.01873.01873.01873.01873.01873.01873.018 7 4.01874.0 1874.01874.01874.01874.01874.01874.01874.01874.0 1875 1875 187518751875187518751875187518751875 1875 1876.0 1876.0 1876.01876.0 1876.01876.01876.0 1876.01876.01876.01876.0 1876.0 1876.01876.0 1877.01877.01877.0 1877.0 1877.01877.0 1877.01877.01877.01877.0 1878.01878.01878.0 1878.01878 .0 1878.01878.01878.0 1879.01879.018 79.0 1879.01879.0 1879.01879.0 1879.01879.018 7 9.0 1879.0 1879.0 1879.0 18801880 1880 18 8 0 1880 18801880 188018 8 0 18801880 1880 188018801880 1880 1880 1881.01881.018 8 1.01881.0 1881.0 1881.01881.0 1881.018 8 1.0 1881.01881.0 1881.0 1881.0 1881.018 8 1.0 1881.0 1882.01882.01882.0 1882.0 1882.0 1882.01882.0 1882.01882.0188 2.01882.01882.0 1882.01882.01882.0 1882.01883.01883.0 1883.0 1883.01883.01883.0 1883.0 1883.0 1883.01883.01883.01883.0 1883.0 1883.01883.0 1884.0 1884.0 1884.018 8 4.0 1884.0 1884.0 1884.01884.0 1884.0 1885 1885 18851885 1885 18851885 1885188 5 1886 .0 1886.0 1886.01886.0 1886.0 1886.01886.018 8 6. 0 1887.0 1887.0 1887.01887.0 1887.0 1887.0 1887.018 8 7.0 1888.0 1888.0 18 8 8.0 1888 .0 1888.01888.01888.01888.01889.0 1889.0 1889.0188 9.0 1889 .0 1889.01889.01889.0 1889.0 18901890 1890189018901890 1890 1890 189018901890 1891.0 1891.01891.0 1891.01 8 9 1. 0 1891.0 1891.0 1891.018 91.0 1891.01891.01891.01891.01891.01891.0 1892.0 1892.0 1892.01892.01892.01892.01892.0 1892.0 1892.01892.01892.01892.01892.01892.01892.01892.01892.0 1892.0 1892.0 1892.0 1893.018 9 3.0 18 93.0 1893.01893.0 18 9 3.0 1893.0 1893.01893.0 1893.0 1893.01893.0 1893.01893.01893.0 1893.01893.01893.01893.01893.0 1893.0 1894.01894.01894.0 1894.01894.01894.01894.01894.0 1894.01894.0 1894.01894.0 1894.01894.01894.01894.0 1894.01894.0 1894.0 1894.0 1894.0 1894.0 1895189518951895189518951895 189518951895189518951896.01896.0 1896.0 1896.0 1896.01896.0 1896.0 1896.0 1896.0 1896.01896.0 18 96.0 1896.018 9 7.0 1897.0 18 9 7.0 1897.0 1897.0 1897.0 1897.0 1898.0 1898.0 1898.01898.0 1898.0 1898.0 1898.01898.0 1899.0 18 9 9. 0 1899.0 1899.01899.0 1899.01900 19 00 1900190019001900 1900 19001901.01901.0 1901.01901.01901.01 9 0 1. 0 1901.0 1901.0 1902.0 1902.01902.01902.01902.0 1902.0 1902.0 190 3.0 1 90 3.01903.01903.01903.019 0 3.0 1903.0 19 0 4.0 1904.01904.01904.0 1904.01904.01904.01905 1905190519051905 19051905 1905 19051906.01906.01906.01906.01906.01906.0 1907.0 1907.019 0 7.0 1907.01 9 0 7. 0 1908.01909.0191019101911.036" RCP12" C MP 24" CMP 15" RCP 18" RCP 18" RCP 18" RCP 18" RCP 30" RCP 15" R C P15" C MP24" RCP15" RCP12" RCP 12" RCP 12" RCP 15" R C P 15" R C P 12" HDP E 48" CMP8" HDPE8" HDPE15" HDPE15" HDPE 36 " CMP15" HDPE18" HDPE 24" RCP I N V =1877.16’ INV=1870.71’ INV=1869.97’ INV=1869.90’ INV=1869.10’ INV=1881.33’ 12" HDPE 12" CMP SCRUBS C R U B S C R U B S C R U BWO O D SWO O D S WO O D S WOODS SCRUB SI G N CONC. WALK ASPHALT A S P H A L TAS P HAL T A S P H A L TAS P HAL TAS P H AL T A S P H A L T AS P HAL T BRANCH MT L MKM PROPERTIES LLC R O G E R D O N A L D S O N MICHAEL GRIBBLE DIRON PROPERTIES LLC JAMES D HALLORAN JAMES LEDFORD V ETALS JWJ OF CLAY COUNTY LLC EDWIN REAMS CSF PROPERTIES ASPHALT DR DAVIS MAYMIE ESTATE 60.00’A S P H A L T 70.00’50.00’90.00’ 195 196 197 198 199 200 204 206 207 213 214 215 21660.00’50.00’ 4 SE 4 SE4 SE EXISTING R/W EXISTING R/W E XIS TI N G R/WEXISTING R/W EXISTING R/W EXISTING R/W PROPERTIES UCB NORTH CAROLINA SEPTICSEPTICCONC. 48" CMP 48" CMP 36" RCP36" CMPH H H H H H H H H H H H H H H H 18" RCP 18" CMP12" R C P DI DI DI DI DI DI DI DI DI DI DI DI DI CBDI DI DI DI DI CB DI DI DI CB DI DI 68’ A S P H A L T U S 64 JAMES VANDERWOUDE JAMES V LEDFORD ETALS UNION GENERAL HOSPITAL INC REBECCA GARRETT NC 69 41’ BST NC 69 40’ BST SIGNASPHALT 112 110 113 114 115 116 117 118 119 120 48" CMP ASPHALT ASPHALT CB JB-INACCESSIBLE48" CMPSEE SHEET NO. 18MATCH LINE -L- STA. 202+00SEE SHEET NO. 20MATCH LINE -L- STA. 214+50SEE SHEET NO. 21 MATCH LINE -Y20- STA. 24+50REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 19A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Hyd_prm_wet_psh19_wContours.dgn4:39:08 PM8/17/99DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 42 OF 45 PERMIT DRAWING 210 205 15 20 NAD 83 NA 2011 CR CR CR CR CRCR DISTURB SIGN DO NOT RETAIN RETAIN CB-G 2GI 15" CB-G RETAIN RETAIN 2GI RETAIN RETAIN RETAIN CB-GCB-G CB-F CB-F P PLUG CB-G 42" RCP-III42" RCP-III 42" RCP-III HW CB-G CB-F DIDI JB w/MH Conv. DI TO RETAIN CB-G DI 15" RCP-IV 15" RCP-IV RETAIN RETAIN CB-F CB-F CB-GCB-G 2GI 15" R C P-I V 15" R C P-I V to 215+50 RT -L- STA 214+50 STD. 240.01 SEE RDWY BERM DITCH 15" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE HW REMOVE REMOVE REMOVE DI REMOVE REMOVE REMOVE REMOVE RETAIN RETAIN REMOVE RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE RETAIN R CP-I V 15" 15" CB-F SEE DETAIL PR1 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP SEE DETAIL PR1 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP 15" 24" RCP-IV15" RCP-IV CB-FCB-F CB-G CB-G CB-GCB-F CB-F CB-F CB-F 15" 18" 18" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 15" RCP- I V 15" R C P-I V 15" R C P-I V 18" RCP-IV 24" RCP-IV CB-F b 2:1d D ( Not to Scale) B CHANNEL CHANGE 1"/Ft. FROM -L- STA. 201+86 TO 202+66 RT Ground Natural b= 2 Ft. B= 3 Ft. Max. d= 1.6 Ft. Min. D= 2.2 Ft. Type of Liner= Class I Rip Rap DETAIL CC1 Ground Natural Fill Slope Proposed GEOTEXTILE Channel Exist. (BURIED 1’) 60" 15" REMOVE w/MH JB REMOVE 31’ +/- EX. 12" CMP RETAIN RETAIN RCP-IV 15" RCP-IV 18" TO 2GI EXTEND 15" 18" 8" HDPE & REMOVE 40’+/-RCP-IV 15"RCP-IV 15" RCP-IV 15" 15" 15" 24+36 LT -Y20- 23+50 TO TO EX. CUT GRADE BERM 15" R CP-III 15" 30" RCP TO CB COLLAR AND EXTEND 4’ OF EX. 30" RCP, REMOVE DI & 15" RCP-IV CB-E CB-G ( Not to Scale) PIPE OUTLET RIP RAP DETAIL PR1 -Y20- STA. 17+33 (124’ RT) (EST. 8 TONS) -L- STA. 202+87 (80’ RT) (EST. 6 TONS) Ground Natural Ground Natural (Variable) CHANNEL BED Est.= Tons of Class I Rip-Rap (See Below) d= 2 Ft. Length= 15 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST. 28 CY FLOWABLE FILL EST. 10 CY FLOWABLE FILL EST. 130 SY GEOTEXTILE EST. 69 TONS CL I RIP RAP EST. 92 CY DDE SEE DETAIL CC1 CHANNEL CHANGE EST. 58 SY COIR FIBER SEE DETAIL SLV1 SPECIAL LATERAL V DITCH EST. 126 SY COIR FIBER SEE DETAIL SLV1 SPECIAL LATERAL V DITCH TBDI 2GI 15" S S S S S S S T T T T T T T FF C C F F C C F F F C C F F C CFFC C C F F F F C CF F F F F F F C C C C F F F F F F F F C C culvert wetland 6ft wide linear 4ft SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO SITE 17A SITE 17A SURFACE WATER PERM IMPACTS TO SITE 17 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 29A-0011C 12/21/2018R:\Hydraulics\PERMITS_Environmental\Drawings\A0011C_Rdy_pfl_PERMITS\A0011C_Rdy_pfl_PERMITS40.dgn4:39:17 PMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1,810 1,820 1,830 1,840 1,850 1,860 1,870 1,880 1,890 1,900 1,810 1,820 1,830 1,840 1,850 1,860 190 191 192 193 194 195 196 197 198 199 200 201 202 208202203204205206207 209 210 211 212 213 214 1,830 1,840 1,850 1,860 1,870 1,880 1,890 1,900 1,910 1,920 1,830 1,840 1,850 1,860 1,870 1,880 1,890 1,900 1,910 1,920 SHEET 43 OF 45 PERMIT DRAWING (+)1.6638% PI = 198+10.00 EL = 1,852.00’ VC = 400’ K = 320 (+)2.9121% EL. 1,844.68’ -Y19- STA. 19+39.04 -L- STA. 193+70.00 -L- V = >80 mph SEE SHEET 18 FOR DESIGN EL. 1,844.44’ -L- STA. 193+64.60 (73.43’ LT) PAINTED BOLT ON BASE OF SIGN BM #17 (+) 1.97%EL. 1849.85-L- STA. 201+86 RTBEGIN CHANNEL CHANGEEL. 1,885.16’ -Y20- STA. 21+21.45 (30.00’ RT) -L- STA. 208+58.19 END GRADE EL. 1,884.71’ -Y20- STA. 21+58.05 (30.00’ LT) -L- STA. 209+28.48 BEGIN GRADE EL. 1,885.53’ -Y20- STA. 21+39.75 -L- STA. 208+93.33 PI = 204+70.00 EL = 1,871.22’ (+)2.9121% VC = 120’ K = 140 PI = 207+80.00 EL = 1,882.90’ (+)3.7677% (+)2.8904% VC = 100’ K = 114 (+)1.0529% PI = 209+36.00 EL = 1,884.53’ V = 35 mph V = 60 mph V = 55 mph (-)2.3329% (-)2.3936% (+)1.3173% PI = 210+40.00 EL = 1,885.90’ (+)4.8864%VC = 180’ K = 50 -L- SEE SHEET 19 FOR DESIGN EL. 1,880.26’ -L- STA. 207+33.40 (61.22’ RT) SPIKE IN BASE OF 30" OAK BM #18 EL. 1,891.62’ -L- STA. 210+72.77 (114.73’ RT) PAINTED BOLT ON BASE OF SIGN BM #19 (+) 1.97% (+) 3.09%EL. 1,891.22-L- STA. 211+95 RTBEGIN SPECIAL LATERAL V DITCHEL. 1,896.00-L- STA. 213+50 RTEND SPECIAL LATERAL V DITCHEL. 1849.85-L- STA. 201+86 RTBEGIN CHANNEL CHANGEEL. 1,851.44-L- STA. 202+66 RTEND CHANNEL CHANGE Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 L 27+51 to L 28+45 60" Pipe < 0.01 < 0.01 106 35 BANK STABILIZATION < 0.01 18 2 L 40+37 to L 41+88 42" RCP 0.01 < 0.01 123 39 BANK STABILIZATION < 0.01 15 3 L 78+49 to L 78+79 48" RCP < 0.01 < 0.01 20 12 4 L83+27 to L 83+41 36" RCP < 0.01 < 0.01 41 17 BANK STABILIZATION < 0.01 15 5 L 89+11 to L 94+81 CHANNEL CHANGE 0.07 605 5765A (T) L 89+39 to L 90+80 FILL 0.06 5B L 90+57 to L 91+15 FILL 0.01 6 L 94+77 to L 95+17 2 @ 10' x 7' RCBC (BURIED 1') 0.02 0.02 76 116 BANK STABILIZATION 0.01 44 7 (T) L 95+27 to L 95+94 FILL 0.06 8 L 117+57 to L 118+49 48" RCP < 0.01 < 0.01 107 5 BANK STABILIZATION < 0.01 18 9 L 131+53 to L 132+17 30" CSP < 0.01 62 BANK STABILIZATION < 0.01 25 10 L 138+24 to L 143+27 CHANNEL CHANGE 0.04 555 54710A L 138+51 to L 139+38 FILL 0.04 10B (T) L 142+39 to L 143+06 FILL 0.04 11 L 145+39 to L 148+03 CHANNEL CHANGE 0.02 < 0.01 200 106 11512 Y16 11+76 to L 160+67 CHANNEL CHANGE 0.01 234 24713 Y16 12+62 to Y16 12+89 2 @ 48" RCP < 0.01 < 0.01 11 33 BANK STABILIZATION < 0.01 10 TOTALS*: 0.21 0.21 0.04 2285 363 1485*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 44OF 45 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSCLAYA-0011C32574.1.FD7NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/20/2018 (T) Indicates Total Take Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)14 L 178+03 to L 181+63 3 @ 10' x 8' RCBC (BURIED 1') 0.03 0.07 60 210 BANK STABILIZATION 0.03 88 15 L 186+20 to L 187+99 8' x 5' RCBC < 0.01 < 0.01 57 35 CHANNEL CHANGE 0.02 126 114 BANK STABILIZATION < 0.01 39 16 L 197+85 to L 200+50 60" RCP 0.01 < 0.01 180 55 17 L 201+34 to L 202+84 CHANNEL CHANGE 0.01 0.05 127 85 8317A L 202+81 to L 204+06 42" RCP < 0.01 < 0.01 80 51 BANK STABILIZATION < 0.01 15 TOTALS*: 0.21 0.32 0.17 3058 799 1682*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 45OF 45TOTALS ARE CONTINUED FROM SHEET WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSCLAYA-0011C32574.1.FD7NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/20/2018